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HomeMy WebLinkAbout2008-059 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2008 - 059 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Garritano Bros. Ltd., Oshawa, Ontario, to enter into agreement for the Construction of the Newcastle Branch Library. THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON HEREBY ENACTS AS FOLLOWS: 1. THAT the Mayor and Clerk are hereby authorized to execute, on behalf of the Corporation of the Municipality of Clarington and seal with the Corporation Seal, a contract between, Garritano Bros. Ltd., Oshawa, Ontario , and said Corporation; and 2. THAT the contract attached hereto as Schedule "A"form part of this By-law. By-law read a first and second time this 7t' day of April, 2008. By-law read a third time and finally passed this 7w day of April, 2008. Al , MayDr-- atti . am unicipal Clerk Standard construction document CCDC Stipulated price contract Project: NEWCASTLE BRANCH LIBRARY MUNICIPALITY OF CLARINGTON PROJECT NO. 0633 Reprint 1998 E0 Canadian Construction Documents Committee Y Standard Construction Document-CCDC 2- It TABLE OF CONTENTS AGREEMENT BETWEEN OWNER AND CONTRACTOR PART 4 ALLOWANCES A-I The Work GC 4,1 Cash Allowances A-2 Agreernenu and Amcndmenu GC 4.2 Contingency Allowance A-3 Contract Docuratnu A-4 Contract Price PART 5 PAYMENT A-5 Payment GC 5.1 Financing Information Required of the Owner A-6 Receipt of and Addresses for Notices GC 5.2 Applications for Progress Payment A-7 language of,the Contract GC 5.3 Progress Payment A-8 Succession GC 5.4 Substantial Performance of the Work GC 5.5 Payment of Holdback upon Substantial Performance of the Work DEFINITIONS GC 5.6 Progressive Release of Holdback I. Contract GC 5.7 Final Payment 2. Contract Documents GC 5.8 Withholding of Payment 3. Owner GC 59 Non-conforming Work 4. Contractor 5, Subcontractor PART 6 CHANGES IN THE WORK 6. Supplier GC 6.1 Changes 7. Consultant GC 6.2 Change Order S. Project GC 6.3 Change Directive 9. Work GC 6.4 Concealed or Unknown Conditions 10. Place of the Work GC 6.5 Delays 11. Product 12, Provide PART 7 DEFAULT NOTICE 13. Contract Price GC 7.1 Owner's Right to Perforn the Work,Stop the Work,or 14. Contract Time Terminate the Contract 15. Working Day GC 7.2 Contractor's Right to Stop the Work or Terminate the 16. Supplemenml Instruction Contract 17. Change Order 18, Change Directive PART 8 DISPUTE RESOLUTION 19. Substantial Performance of the Work GC 8.1 Authority of the Consultant 20. Value Added Taxes GC 8.2 - Negotiation, Mediation.and Arbitration GC 8.3 Retention of Rights GENERAL CONDITIONS OF THE STIPULATED PART 9 PROTECTION OF PERSONS AND PROPERTY PRICE CONTRACT GC 9.1 Protection of Work and Property GC 9.2 Dartages and Mutual Responsibility PART 1 GENERAL PROVISIONS GC 9.3 Toxic and Hazardous Substances and Materials GC 1.1 Contract Documents GC 1.2 Law of the Contract PART 10 GOVERNING REGULATIONS GC 1.3 Rights and Remcdies GC 10.1 Taxes and Duties GC 1.4 Assignment GC 10.2 Laws.Notices,Permits,and Fees GC 10.3 Patent Fees PART 2 ADMINISTRATION OF THE CONTRACT GC 10.4 Worker Compensation GC 2.1 Authority of the Consultant CC 2.2 Role of the Consultant PART I INSURANCE-BONDS GC 2.3 Review and Inspection of the Work GC I t.I Insurance GC 2.4 Defective Work GC 11.2 Bonds PART 3 EXECUTION OF THE WORK PART 12 INDEMNIFICATION-WAIVER-WARRANTY GC 3.1 Control of the Work GC 12.1 Indemnifintion GC 3.2 Construction by Owner or Other Contractors GC 12.2 Waiver of Claims GC 3.3 Temporary Supports.Structures,and Facilities GC 12.3 Warranty GC 3.4 Document Review GC 3.5 Constna:tion Schedule GC 3.6 Construction Safety GC 3.7 Supervisor GC 3.8 subcontractors and suppliers IIII I-r`.1r1 GC 3.9 Labour and Products GC 3.10 Documents at the Site GC 3.11 Shop Drawings Reprint 1995 GC 3.12 Use of the Work CCDC Copyright 1994 GC 3.13 Cutting and Remedial Work Must not be copied in whole or in part without the written permission GC 3.14 Cleanup of the CCDC. Standard Construction Document—CCDC 2—1994 AGREEMENT BETWEEN OWNER AND CONTRACTOR For use when a stipulated price is the basis of payment. This Agreement made on the ..................seventeenth(17'a).................. day of..................April............ in the year ..........................................two thousand and eight(2008).............................................................. by and between The Corporation of the Municipality of Clarington.................................................................... ............................................................................................................................................. hereinafter called the "Owner" and GarritanoBros.Ltd.............................................................................................................................. ............................................................................................................................................. hereinafter called the "Contractor" The Owner and the Contractor agree as follows: ARTICLE A-1 THE WORK The Contractor shall: 1.1 perform the Work required by the Contract Documents for ......the construction of the new..................... Newcastle Branch Library,Clarington Public Library............................................................... insert above the title of the Work located at ......150 King Avenue East,Newcastle,Ontario,L1B 1115.............................................. insert above the Place of the Work which have been signed by the parties, and for which ......Shoalts and Zaback Architects Ltd................. .................................................................................................................................... insert above the name of the Consultant is acting as and is hereinafter called the "Consultant"and 1.2 do and fulfill everything indicated by this Agreement,and 1.3 commence the Work by the ...21st... day of......April.................. in the year ......2008..................... and, subject to adjustment in Contract Time as provided for in the Contract Documents, attain Substantial Performance of the Work,by the ...11th... day of............May.................. in the year ...2009.............. CCDC 2—1994 File 00502 1 Newcastle Branch Library Stipulated Price Bid Form Municipality of Clarington Section 00300 SZA Project No. 0633 Page 1 Tender#CL2008-7 February 11, 2008 r 1.1 Bidder Identification .1 Name of Bidder C+ftt��-►Ti 42Crg LTD . .2 Address of Bidder 881 466Lt Sfr�eY G , Ch�trio L 5/V7. 1.2 Delivery of Bid Form .1 We hereby deliver our Stipulated Price Bid to: The Corporation of the Municipality of Clarington Office of the Clerk 40 Temperance Street Bowmanville, Ontario L 1 C 3A6. 1.3 Bid Price 1 We, the undersigned, declare that we have carefully examined the Contract Documents and Addenda numbered 1. 7° t and having examined the Place of Work, and examined all conditions affecting the Work; hereby offer to enter into a Contract to perform the Work required by the Contract Documents for the Bid Price of tdollars ($ I 3?31 do tin Canadian funds, (except GST) which price . es all a plicable taxes in force at this date .2 The Bid Price does not include Federal Goods and Services Tax(GST). I .3 The Bid Price includes the Ontario Retail Sales Tax. I 1.4 Validity of Bid .1 Our Bid will remain in good standing for 90 days after the closing date of Bids. 1.5 Allowances .1 We have included any Cash Allowances which are set out in Section 01001 —General Requirements. Newcastle Branch Library Stipulated Price Bid Form Section 00300 Municipality of Clarington Page 2 SZA Project No. 0633 February 11,2008 Tender#CL2008-7 1.6 Enclosures .1 We enclose herewith the following: .1 Letter of Consent from the Surety Company. .2 The Bid Bond as required by Section 00100. .3 The three (3) Supplementary Bid Forms 00410, 00420 and 04300. 1.7 Addenda .1 We acknowledge receipt of the following Addenda issued during the bidding period: • Addendum No. dated yyyy,,""�� • Addendum No. 2— • dated �9�G� 3 2->$- • Addendum No. 3• dated P) r&•. 7 2.006 Addendum No._4 dated 111ki, 10 zc0e D 6 � p4T.4, l2 � A/ -WVA 1.8 Performance Bond 1 We have included (where required by covering letter) $ SPe UaJ.e�l per $1,000.00 of the Bid Price for a 100% Performance Bond. 1.9 Labour and Materials .1 We have included (where required by covering letter) PavmentBond $ sce 04k4-`0 • per $1,000.00 of the Bid Price for a 100% Labour and Materials Payment Band. 1.10 Declarations .1 We understand that the Owner will pay all Federal Goods and Services Tax payable with respect to the Contract Amount and such is not included in the Bid Price. .2 We agree to execute the Contract and provide to the Owner I with satisfactory Labour and Material and Performance Bonds specified in the conditions of the contract within seven (7) days from the date of notification of acceptance of the Stipulated Price Bid. .3 We declare that no person, firm or corporation other than the undersigned has any interest in the Stipulated Price Bid or in I the proposed Contract for which the Stipulated Price Bid is made. R Newcastle Branch Library Stipulated Price Bid Form Section 00300 Municipality of Clarington Page 3 SZA Project No. 0633 February 11, 2008 Tender#CL2008-7 i .4 We undertake, ff our Stipulate Price Bid is accepted, to commence the Work at the job site, actively, immediately upon Owners or authorized representative's written order to commence the Work. We declare that we have reviewed the Schedule, and have reviewed it with all of our sub-trades. We declare that we will meet the Schedule. We have included in our Bid any premium time required to meet the Schedule. We declare that if our offer is accepted we will meet the following milestones: .1 Bid Closing March 6, 2008 .2 Council Approval April 7, 2008 .3 Letter of Intent April 8, 2008 .4 Signing of Construction Contract by Contractor April 9, 2008 5 Signing by Municipality April 11, 2008 .6 Construction Start on Site April 14, 2008 .7 Substantial Completion May 4, 2008 .8 Deficiencies/Total Completion May 25, 2008. i .5 Our Bid is based on the above dates for Substantial Completion and Total Completion of the Main Project. .6 If the Letter of Intent date is later than the date above, all other dates will be adjusted accordingly, with no change in the Contract Price. .7 We hereby submit with the Bid Form an Agreement to Bond issued by a bonding company acceptable to the Owner, in a form acceptable to the Owner, obliging the bonding company to issue a Performance Bond and Labour and Materials Payment Bond as contemplated in the Instructions to Bidders. The Agreement to Bond shall be irrevocable during the Bid Acceptance Period. .8 We have attached a completed in full the Supplementary Bid Information Forms including the following list of Appendices as supplied with the Bid Documents: .1 List of Subcontractors Appendix, S1, 00410 .2 Separate Prices Appendix, S2, 00420 .3 Contractor's Acknowledgement, 00430. .9 We understand and agree that the Owner has no obligation to accept this bid and may refuse it for any reason whatsoever in its sole and absolute discretion and without any explanation to the undersigned. .10 We have the authority to bind the Corporation. .. Newcastle Branch Library . Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.11 Sianature of Bidder Signatures S~(;~~ WrnbJo Name and Title of person signing ~-('. ::> Witnes~ ~/gnature STEllE c:;.o..~~\~l Name and Title of person signing [ 6 t'- day of Date: This Stipulated Price Bid Form L-W. (apply seal above signature) V,I ~~ vf SM-c'5 frlcutA ,2008. Section 00300 Page 4 F ebnuary 11 . 2008 j I I I I I .. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.1 General 1 .2 List of Sub-Contractors List of Sub-Contractors Appendix S1 Section 00410 Page 1 February 11, 2008 .1 Document Appendix S1, List of Sub-Contractors Appendix shall form an integral part of the Bid Form. .2 Upon request by Owner, submit qualification forms for listed Sub-Contractors. .3 Once accepted, the listing must not be changed unless agreed upon in writing by the Owner. .4 All work of the trades listed below must be carried out by a Sub- Contractor who must be listed below. The trades listed below may not be done by the Contractor's own forces. .5 The Bidder declares that it has ascertained to its complete satisfaction that the Sub-Contractors listed are fully acquainted with the extent and nature of the Work involved and of the proposed construction schedule. .6 The Owner reserves the right to accept or reject any proposed Sub-Contractors in accordance with the procedures set out in G.C. 3.8.3 and 3.8.4 (CCDC#2). .1 Fill out any Sub-Contractors who will be used in the Work of this Contract. Trade Name of Sub-Contractor Pre-Loading (111 L E~ Co. Ifo.~ Mt., h-r/A.\lo.,ti~ J1L ~Co,ili%- O\rJ1\. Est-;IM:1~ AO( Od\. M;...-1-e\'\A CCAwdlnl~ S~eC C~w".d.\G.\~ S-\P~ vJ od.. Ql.6- \Slo r ce S-\<' ~ 6C1.f('S- 6a.r/S \)Vl~ 'C.)t(~Q Excavation Site Services Concrete Forming Masonry Structural Steel Misc. Metals Millwork (06400) Asphalt Shingles TPO Roofing Metal Cladding Aluminum Windows and Doors Section 00410 Page 2 February 11, 2008 I I I Newcastle Branch Library Municipality of Clarington ~ Project No. 0633 Tender #CL2008-7 List of Sub-Contractors Appendix S1 1.3 Sianature of Bidder Signatures 61~f Name of Bidd Signatu CfllVn7l: MI hsi1J Name and title of person signing W't ~t --- ...... ~ I ness signa ure STEllE" G$2ITANO I Name and title of person signing Date: This I~ 1>- day of Automatic Sliding Entrance Doors Hollow Metal Wood Doors Gypsum Board and Steel Studs Floor Finishes Painting Main Mechanical Sub- Contractor: - Plumbing - HVAC Main Electrical Sub-Contractor: Delp-\-.J. . ~\I~:'t ~ \\(:11\ I I _M.o.\I/~~ . P ri IjV\o...f'\{ G1~lh~ tv'eckV\,-~ cno~ fe.U<DU) (Y\e c~.. . Gro,-J~Jlov..) ~. ~~ -AJej I I I I I . .2008. I I . I . . . . (apply seal above signature) v. t? {0lbJ. vP >A-LE> ~A NeWcastle Branch Library Municipality of Clarington 11IiJ.ZA. Project No. 0633 .ender #CL2008-7 Alternate and Separate Prices Supplementary Bid Form Appendix S2 Section 00420 Page 1 February 11. 2008 1.0 Seoarate Prices .1 The following is the list of Separate Prices which are an integral part of the Bid Form: .1 All Separate Prices are added to or subtracted from the Base Bid. They do not include the G.S.T. .2 All Separate Prices include all other applicable taxes and Contractor's overhead and profit .3 Separate items mayor may not form part of the Contract award. Owner reserves the right to reject any or all, whichever is in their best interest. .4 Cross out. add or delete (and, to, or from) as required. Seoarate Price # 1 To add to the Contract all Work required to add the radiant heating system to the project: .1 Add radiant heating system including all work, components and equipment required by both Division 15, Division 16 and all other Sections as required to have a complete and fully functional system. This includes but is not limited to: .1 All work described in Division 15 Documents .2 Required Division 16 Work .3 Coordination by all trades such as placement of concrete reinforcement and concrete .4 Flue for boiler including associated roofing work .5 Architectural provisions for accommodating radiant heating controls such as Rough Carpentry, Gypsum board, Access Doors and Millwork .6 All other required work for this system. N.B. The underslab insulation is in the Base Bid Price not this Separate Price. Add dollars ($ -"1 \ I 0'00.'" ) to the Stipulated Sum. 1.1 item ized Price .1 After Bids close, Bidders will provide to the Owner (within 48 hours of a request to do so), the cost of the Work shown and itemized in Price A which has been included in the Base Bid. This information will be required as this Work is separately handled by the Municipality. - . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1 .2 SiQnature of Bidder Alternate and Separate Prices Supplementary Bid Form Appendix S2 Signatures 1.-10. (apply seal above signature) Signatur Ilttht,.fi: Cr:rrr~ vI [0,<;7 Name and Title of person signing ~~ Witness signature S1aIE" GAu \"l>WO Name and title of person signing 13r- day of Date: This . - VI 5A<MT /7iudA Section 00420 Page 2 February 11. 2008 .2008. . . . . . . . . . . . . . . . . .. .. . . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 00430 Page 1 February 11, 2008 Contractor's Acknowledgement Appendix S3 1.1 Contractor's Acknowledoement .1 If awarded any work under this tender we agree that: .1 We will inform the Owner of the presence of any potentially hazardous materials or substances which we plan to bring to the job site, and we will provide all applicable MSDS sheets to the Owner, If any. .2 We will clean up and remove from the job site any potentially hazardous waste or material generated by the work we perform. We will not dispose of such materials on any property owned by the Owner. .3 We will comply with the requirements of the Occupational Health and Safety Act, the Environmental Protection Act, and all regulations under those Acts, and all other applicable statutes, and we will cause my workers to comply. CONTRACTOR c{A" 12-f2-11An.b ~ ~ \"2, I~~ Date Note: This Acknowledgment forms part of the contract to be awarded by the Owner. For the Tender to be considered, the Acknowledgment must be signed and returned with the Tender Documents. TtAVELERST Travelers Guarantee Company of Canada 20 Queen Street West, Suite 300 P.O. Box #6 Toronto, Ontario Canada M5H 3R3 www.travelersguarantee.com Standard Construction Document BID BOND eeDe 220 - 2002 No. 100008207-4 Bond Amount 10% GARRITANO BROS. lTD. as Principal, hereinafter called the Principal, and TRAVELERS GUARANTEE COMPANY OF CANADA a corporation created and existing under the laws of CANADA and duly authorized to transact the business of Suretyship in CANADA as Surety, hereinafter called the Surety, are held and firmly bound unto THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON as Obligee, hereinafter called the Obligee, in the amount of TEN PERCENT OF THE AMOUNT OF TENDER---_ (10%) lawful money of Canada, for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, the Principal has submitted a written bid to the Obligee, daled l! day of MARCH, in the year 2008 for NEWCASTLE BRANCH liBRARY MUNICIPALITY OF CLARINGTON TENDER IICL2008-7 The condition of this obligation is such that if the Principal shall have the bid accepted within the time period prescribed in the Obligee's bid documents, or, if no time period is specified in the Obligee's bid documents, within NINETY (90) days from the closing date as specified in the Obligee's bid documents, and the Principal enters into a formal contract and gives the specified security, lhen this obligation shall be void; otherwise, provided the Obligee takes all reasonable steps to mitigate lhe amount of such excess costs, the Principal and the Surety will pay to the Obligee the difference in money between the amount of the bid of the Principal and the amount for which the Obligee legally contracts with another parily to perform the work if the latter amount be in excess of the former. The Principal and Surety shall not be liable for a greater sum than the Bond Amount. It is a condllion of this bond that any suit or action must be commenced within seven (7) months of the date of this Bond. No right of action shall accrue hereunder to or for tbe use of aoy person or corporation other than tbe Obligee named herein, or the heirs, executors. administrators or successors of the Obligee. IN WITNESS WHEREOF, the Principai and the Surety have Signed and Sealed this 2008. ARY, in the year SIGNED and SEAlE~ _ ___ in the presence of ~ Principal tlf/lM1i2 Un,-1!~ture VI' (~l Name of person signing TRAVELERS GUARANTEE COMPANY OF CANADA [s~D~ IgnaJure KAREN RAMSEY, Attorney-in-Fact Name of person signing Surety Copyright 2002 Canadian Construction Documents Committee (CeDe 220- 2002 has been approved by the Surety Association of Canada) .. m T~AVELERSJ Travelers Guarantee Company of Canada 20 Queen Street West, Suite 300 P.O. Box #6 Toronto, Ontario Canada M5H 3R3 WW'N.travelersguarantee.eom SURETY'S CONSENT Date: February 21, 2008 Number: 100008207-4 WHEREAS GARRITANO BROS. LTD., hereafter called the Principal, has submitted a written tender to THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON, hereafter called the Obligee, dated the 6 day of MARCH, 2008, concerning: NEWCASTLE BRANCH LIBRARY MUNICIPALITY OF CLARINGTON TENDER #CL2008-7 therefore, the condition of this obligation is such that if the Principal shall have its tender accepted within NINETY (90) days from the closing date stipulated in Obligee's tender call, we TRAVELERS GUARANTEE COMPANY OF CANADA, a corporation created and existing under the laws of Canada and duly authorized to transact the business of Suretyship in the Province of ONTARIO as surety, hereafter called the Surety, agree to issue for the Principal if the Principal shall enter into a written contract with the Obligee, the following bond(s): 1. a contract performance bond w~h a penalty equal to (100%) of the contract price ; 2. a labour and material payment bond w~h a penalty equal to (100%) of the contract price. Provided, however, this consent shall be null and void unless an application for such bond(s) is delivered to the Surety by the Principal within thirty (30) days following the date the contract is awarded to the Principal or executed by the Principal, whichever is earlier. TRAVELERS GUARANTEE COMPANY OF CANADA ~~ft1~1 KAREN MSEY, Attorney-in-Fact II Surety's Consent SURCON Rl2119/02MK --- 04/1Z/2008 THU 15:26 FAX 6230608 CORPORATE SERVICES i;ID 001 : . (J. L~W'Jl]glOn Apri181h.2008 Via: Email and Hand Delivered. Steve Garritano Garritano Bros LId (Since 1966) 881 Nelson Street OShawa, ON L 1 H 5N7 Dear Mr. Garritano: RE: CL2008-7, CONSTRUCTION OF NEWCASTLE BRANCH LIBRARY Please be advised that the Municipality of Clarington Council, at their meeting held Monday, April 7, 2008 awarded the contract for the construction of the Newcastle Branch Library to your firm. In accordance with the General Terms and Conditions of the tender document, Drior to the commencement of any work, you are required to submit the following documentation to the undersigned at fax number 905-623-3330. 1) Liability Insurance Certificate (naming the Municipality of Clarington and the consultant Shoalts and Zaback Architects Ltd., as additional insured) in the amount of $3,000,000.00; 2) Automobile Liability Insurance; 3) Property and Boiler Insurance; 4) Contractor's Equipment Insurance; 5) Current Workplace Safety and Insurance Board Certificate of Clearance; 6) Performance Bond totalling One Hundred Percent (100 %) of the total tender amount. and Labour and Material Payment Bond totalling One Hundred Percent (100 %) of the total lender amount; 7) Two (2) copies of your Health and Safety Policy; 8) Work schedule; and 9) Notice of Project. In addition to the above, during the tender review we discussed two issues relating to the list of subcontractors. The first being the subcontractor for the aluminium windows and the second being a request by you to change the meChanical subcontractor. In order to resolve these issues please provide the name of the subcontractor for the aluminium windows and include a written request to change the mechanical subcontractor CORPORATION OF THE MUNICIPALITY OF CLARINGTON 40 TEMPERANCE STREET. BOINMANVILLE. ONTARIO L 1C 3AG T(905)623-3379 F (905)623.3330 '--" 04/17/2008 THU 15:26 FAX 6230608 . CORPORATE SERVICES GARRITANO BROS. LTD. PAGE 2 OF 2 Please note that the separate price for the installation of the radiant heating system in the Library is included in It,e award. Please arrange to hav'= the above noted documentation provided by Apri115~ or earlier. Upon receipt of these documents, the agreement will be completed and forwarded to you for execution. If you have any questions concerning the above, please give me a call. . D. Barber, C.P.P.O. Purchasing Manager JDB/kd cc: Gerry Shoalts, Shoats and Zaback Architects Ltd. Steve Grigg, Cieri<. II, Purchasing Division Bruce Taylor, Project Manager Edith Hopkins, Library Director CORPORATION OF THE MUNICIPALITY OF CLARINGTON 40 TEMPERANCE STREET, BOWMANVILLE, ONTARIO L 1C 3A6 T(905)623-3379 F (905)623"3330 IaI 002 "", I!rrll!!!! Ir!1 LIII --.... .....-- ... -- -.... SINCE 1966 Transmittal 881 Nelson Street, Oshawa. Ontario. Canada L1H 5N7 Tel: (905) 575-8642 . Fax: (905) 576-2582 . Tor Line: (905) 683-4851 E-mail: sales@garritano-bros.com lerr,,! t:"c>~~ PROJECT/SITU (L "U::(j3-7 &fbe(" DATE: Atn) I S 1~ '2a:>& ATTENnON: COMPANY: FOR THE PURPOSE OF: o Review o Drawings ~rmation of 1f1f3 /lldvltJl/J>UJ'f ~ ~~ou A/fl"tAr5J{ r BrfAfJ,. LUr.y ~~CAjY o o Revisions ~dS PLEASE FIND ENCLOSED THE FOLLOWING NO. COPIES DRAWING NO. mu: OR DESCRIPTION REMARKS: Prir ~'Cb1d. Authorized Signature: White. Recipient . Canal)' & Pink. Garritano Bros. U . GENERAL CONTRACTORS CERTIFICATE OF INSURANCE NO. 07 08 03 n.s TO CERTIFY TO: The Corporation of The Municipality of Clarington 40 Temperance Street Bowmanville, Ontario L1C 3A6 that POlicy(ies) of Insurance as herein described have been issued to the Insured named this date. NAMED INSURED: Garritano Bros. Ltd. 881 Nelson Street Oshawa, Ontario L 1 H 5N7 '~&~~~~;~~~ . '~~_,'~~':-"r;:~ COMMERCIAL GENERAL LIABILITY Lombard General Insurance Company of Canada Policy #CBC 0626740 August 10, 2007 to August 10,2008 Limit Per Occurrence: Products Completed Operations Aggregate Limit: General Aggregate Limit: Includina - Personal Injury . Occurrence Form - Blanket Contractual - Cross Liability I Severabimy of Interest Clause - Non-Owned Automobile Liability $ 1,000,000 $ 1 ,000,000 $ 5,000,000 THIRD PARTY LIABILITY - Owned Vehicles Lombard General Insurance Company of Canada Policy #CSC 0626740 $ 1,000,000 August 10, 2007 to August 10, 2008 UMBRELLA LIABILITY - In Excess of Underlying Commercial General Liability and Third Party Automobile Liability Limits Lombard General Insurance Company of Canada Policy #CBC 0626740 TOTAL LIMIT OF LIABILITY $10,000,000 $ 9,000,000 August 10, 2007 to August 10, 2008 COVERING: Construction of Newcastle Library - Municipality of Clarington Work Usual to the Operations of the Named Insured. NOTE: It is agreed that The Corporation of The Municipality of Clarington and Shoalts and Zaback Architects Ltd. are added as Additional Insured with respect to Commercial General Liability and Umbrella Liability and then only with respect to liability arising out of the operations of the Named Insured at the above noted project. It is further agreed The Corporation of The Municipality of Clarington will be given 60 Days Prior Written Notice of Cancellation with respect to Commercial General Liability and Umbrella Liability and 15 Days with respect to Third Party Liability (Owned Vehicles), except where Statutory Conditions apply. This Certificate of Insurance does not in any way amend or alter the terms, conditions and exclusions of the policies mentioned above. Dated at Concord, Ontario this 11'h day of April 2008, at the office of: MASTERS INSURANCE LIMITED 7501 Keele Street, Suite # 400 Concord, Ontario L4K 1Y2 Tele #(905) 738-4164 - Fax #(905) 738-5143 MASTERS INSURANCE LIMITED pc:, fY1~ 11 CiA. ,,,:;."~''''.''''''~''''''''''''-';....... .......... (Authorized Representative) ; . . -. INSURER: Lombard General Insurance Company of Canada . lIkICk COlTIpmIy. (1'Ml,.md.rcahd lllIIlmiuNI') with HMd 0tIIce. TOfllftto, OntatiG. BUILDER'S RISK INSURANCE POLICY POLICY NO. CBC0639604 In consideration of the premium specified herein, and subject to the terms and conditions of this policy. the Insurer, in the event of any property insured being lost, destroyed or damaged by a peril insured against, agrees to indemnify the Insured to the extent provided herein. DECLARATIONS NAME OF INSURED: Garritano Bros. Ltd. and The Corporation of the Municipality of Clarington MAILING ADDRESS: 881 Nelson Street, Oshawa, Ontario L 1 H 5N7 POLICY PERIOD: FROM April 21, 2008 TO July 21, 2009 12:01 AM. Standard Time al lheaddress of the Project Loca1ion stated below PROJECT INSURED: Newcastle Branch Library LOCATION: 150 King Avenue East, Newcastle, Ontario L1B 1H5 ESTIMATED INSURED VALUE: $ 2,444,700.00 LOSS, IF ANY PAYABLE TO: The Insured LIMIT OF LIABILITY: $ $ $ 2,444,700.00 anyone loss, casualty or disaster 100,000.00 in transit anyone loss, casualty or disaster Included soft costs DEDUCTIBLES: $ $ 3%, Minimum $ $ 2,500.00 each claim all perils except 25,000.00 on flood 100,000.00 on earthquake 5,000.00 on sewer back-up WAITING PERIOD: NIL days on soft costs from delayed opening anyone loss, casualty or disaster PREMIUM: $ Included 'Subject to Standard Policy Exclusions IN WITNESS WHEREOF Lombard Generlllneurlnce Complny of CanIda through their representative duly authorized by them for this purpose have executed this poli~. THIS POLICY MAY CONTAIN A CLAUSE(S) OATE, April 14, 2008 WHICH LIMITS THE {,MOUNT PAYABLE. BROKER: MASTERS INSURANCE LIMITED MASTERS INSuRANCE U<\{iTLJ PER mCutrI1{J;;:. Authorized Representative MASTERS I LCOl - BIR DEC 1/92 Page No. 1 CONDITIONS . Statutory Cond~ions apply to the peril of fire and as modWied or supplemented by riders, forms or endorsements ~ched apply as Policy Conditions to all other perils insured by this policy. STATUTORY CONDITIONS (Applicable to all Provinces except the Province of Quebec) 1. Misrepresentation If a person applying for insurance falsely describes the property to the prejudice of the Insurer, or misrepresents or fraudulently omits to communicate any circumstance that is material to be made known to the Insurer in order to enable it to judge of the risk to be undertaken, the contract is void as to any property in relation to which the misrepresentation or omission is material. 2. Property of Others Unless otherwise specifically stated in the contract, the Insurer is not liable for loss or damage to property owned by any person other than the Insured, unless the interest of the Insured therein is stated in the contract. 3. Change of Interest The Insurer is liabie for loss or damage occurring after an authorized assignment under the Bankruptcy Act or change of title by succession, by operation of law, or by death. 4. Material Change Any change material to the risk and within the control and knowledge of the Insured avoids the contract as to the part affected thereby, unless the change is promptly notified in wr~ing to the Insurer or its local agent, and the Insurer when so nomied may retum the unearned portion, if any, of the premium paid and cancel the contract, or may notify the Insured in writing that, if he desires the contract to continue in force, he must, within fifteen days of the receipt of the notice, pay to the Insurer an add~ional premium, and in default of such payment the contract is no longer in force and the Insurer shall return the unearned portion, if any, of the premium paid. 5. Termination (1) This contract may be terminated, (a) by the Insurer giving to the Insured fifteen days' notice of termination by registered mail or five days' written notice of termination personally delivered; (b) by the Insured at any time on request. (2) Where this contract is terminated by the Insurer, (a) the Insurer shall refund the excess of premium actually paid by the Insured over the pro rata premium for the expired time, but, in no event, shall the pro rata premium for the expired time be deemed to be less than any minimum retained premium specified; and (b) the refund shall accompany the notice unless the premium is subject to adjustment or determination as to amount, in which case the refund shall be made as soon as practicable. (3) Where this contract is terminated by the Insured, the Insurer shall refund as soon as practicabie the excess of premium actually paid by the Insured over the short rate premium for the expired time, but in no event shall the short rate premium for the expired time be deemed to be less than any minimum retained premium specified. (4) The refund may be made by money, postal or express company money order or cheque payable at par. (5) The fifteen days mentioned in clause (a) of sub-condition (1) of this condition commences to run on the day following the receipt of the registered letter at the post office to which it is addressed. MASTERS I LOMB LC17 STAT CONDITIONS Page 1 01 3 6. Requirements After Loss .(1) Upon the occurrence of any loss of or damage to the insured property, the Insured shall, if the loss or damage is . covered by the contract, in addition to observing the requirements of cond~ions 9, 10 and 11, (a) forthwith give notice thereof in wming to the Insurer; (b) deliver as soon as practicable to the Insurer a proof of loss verified by a statutory declaration, (i) giving a complete inventory of the destroyed and damaged property and showing in detail quant~ies, costs, actual cash value and particulars of amount of loss claimed, (ii) stating when and how the loss occurred, and if caused by fire or explosion due to ignition, how the fire or explosion originated, so far as the Insured knows or believes, (iii) stating that the loss did not occur through any wifful act or neglect or procurement, means or connivance of the Insured, (iv) showing the amount of other insurances and the names of other insurers, (v) showing the interest of the Insured and of all others in the property with particulars of all liens, encumbrances and other charges upon the property, (vi) showing any changes in title, use, occupation, location, possession or exposures of the property since the issue of the contract, (vii) showing the place where the property insured was at the time of loss; (c) if required, give a complete inventory of undamaged property and showing in detail quantities, cost, actual cash value; (d) if required and if practicable, produce books of account, warehouse receipts and stock lists, and furnish invoices and other vouchers verified by statutory declaration, and fumish a copy of the written portion of any other contract. (2) The evidence furnished under clauses (c) and (d) of sub-paragraph (1) of this condition shall not be considered proofs of loss within the meaning of conditions 12 and 13. 7. Fraud Any fraud or wilfully false statement in a statutory declaration in relation to any of the above particulars, vitiates the claim of the person making the declaration. 8. Who May Give Notice and Proof Notice of loss may be given and proof of loss may be made by the agent of the Insured named in the contract in case of absence or inability of the Insured to give the notice or make the proof, and absence or inability being satisfactorily accounted for, or in the like case, or if the Insured refuses to do so, by a person to whom any part of the insurance money is payable. 9. Salvage (1) The Insured, in the event of any loss of or damage to any property insured under the contract, shall take all reasonable steps to prevent further damage to such property so damaged and to prevent damage to other property insured hereunder including, ij necessary, ~s removal to prevent damage or further damage thereto. (2) The Insurer shall contribute pro rata towards any reasonable and proper expenses in connection with steps taken by the Insured and required under sub-paragraph (1) of this condition according to the respective interests of the parties. 10. Entry, Control, Abandonment After loss of or damage to insured property, the Insurer has an immediate right of access and entry by accredited agents sufficient to enable them to survey and examine the property, and to make an estimate of the loss or damage, and, after the Insured has secured the property, a further right of access and entry sufficient to enable them to make appraisement or particular estimate of the loss of damage, but the Insurer is not entitled to the control or possession of the insured property, and without the consent of the Insurer there can be no abandonment to ~ of insured property. 11. Appraisal In the event of disagreement as to the value of the property insured, the property saved or the amount of the loss, those questions shall be determined by appraisal as provided under The Insurance Act before there can be any recovery under this contract whether the right to recover on the contract is disputed or not, and independently of all other questions. There shall be no right to an appraisal until a specific demand therefore is made in writing and until after proof of loss has been delivered. MASTERS I LOMB LC17 STAT CONDITIONS Page 2 of 3 12. When Loss Payable . The loss is payable within sixty days after completion of the proof of loss, unless the contract provides for a shorter period. 13. Replacement (1) The Insurer, instead of making payment, may repair, rebuild, or replace the property damaged or lost, giving written notice of its intention so to do within thirty days after receipt of the proofs of loss. (2) In that event the Insurer shall commence to so repair, rebuild, or replace the property within forty-five days after receipt of the proofs of loss, and shall thereafter proceed with all due diligence to the completion thereof. 14. Action Every action or proceeding against the Insurer for the recovery of any claim under or by virtue of this contract is absolutely barred unless commenced with one year" next after the loss or damage occurs. "two years in Province of Manitoba and Yukon Territory. 15. Notice Any written notice to the Insurer may be delivered at, or sent by registered mail to the chief agency or head office of the Insurer in the Province. Written notice may be given to the Insured named in the contract by letter personally delivered to him or by registered mail addressed to him at his latest post office address as notified to the Insurer. In this condition, the expression "registered" means registered in or outside Canada. MASTERS I LOMB LC17 STAT CONDITIONS Page 3 of 3 . DELAYED OPENING ENDORSEMENT- BUILDER'S RISK Soft Costs and Gross Rents 1. Insuring Agreement This Form insures those coverages for which a limit of insurance is shown in the Declarations as defined herein resuiting from the necessary delay in construction and completion of the project insured described in the Declarations caused by loss or damage indemnifiable under the policy and during the term of this policy. The coverage afforded herein is subject to the terms and conditions of this Endorsement and of the policy. 2. Coverages a. Soft Costs This policy is extended to insure the actual loss sustained by the Insured for those expenses specified below and defined herein related directly to the project insured and necessarily incurred to complete construction during the period of indemnity: 1 . Financial Costs 2. Additional Interest Expense 3. Leasing and Marketing Expense 4. Legal and Accounting Expense 5. Miscellaneous Carrying Costs 6. Fieid Overhead. b. Gross Rents and Rental Value This policy is extended to insure the actual loss sustained by the Insured for loss of Gross Rent and Rental Value on the property insured as defined herein during the indemnity period. The measure of recovery shall be the reduction in Gross Rent and Rental Value iess charges and expenses which do not necessarily continue during the period the property is so untenantable within the period of indemnity. c. Expense to Reduce Loss The Insurer shall pay for expenses necessarily incurred by the Insured to reduce the amount of loss otherwise payable hereunder but the totai of such expenses shall not exceed the amount of reduction in loss otherwise payable hereunder. 3. Limit of Liability and Period of Indemnity The liability of the Insurer in anyone loss shall be the actual loss sustained subject to the applicable limit of liability stated in the Declarations. The liability of the Insurer shall be reduced by: 1 . any amount saved on iabour costs and other charges and expenses that do not arise or are reduced during the period of indemnity; and 2. with respect to Soft Costs, any liquidated damages and penaities the insured is entitled to receive. With respect to Soft Costs the period of indemnity shall commence at 12:01 A.M. on the date of loss or damage and shall end upon the earlier of the actual date of turnover of the project, orthe part thereof, to the owner or the date which is twelve months from the commencement of the period of indemnity. With respect to Gross Rents and Rental Value the period of indemnity shall commence, at 12:01 A.M. on the date on which the property, or a part thereof, would have been tenantable had no loss or damage occurred and shall end upon the earlier of the actual date of turnover of the project, or the part thereof, to the owner or the date which is twelve months from the commencement of the period of indemnity. The period of indemnity shall not be limited by the expiration date of the policy. MASTERS/LOMB LC04 BIR DELAY NWP 9/97 Page No.1 4. Exclusions .a. This insurance does not apply to delay in completion resulting from: i. Alterations, additions, improvements, rectWication of defects or faults or eiimination of any deficiencies implementec during the repair, replacement, reconstruction or reinstatement of loss or damage. Ii. Non-availability of funds, other than insurance reimbursement for the repair, replacement, reconstruction or reinstatement of lost or damaged property. iii. Strikes, lockouts, labour disturbances at the project site or the acts of any person taking part in any such occurrence or disorder, unless such acts result in damage to the property insurec by the policy. iv. Suspension, lapse or cancellation of a permit, lease, licence, contract or order or failure of the Insurec to obtain or extend any permit, lease, licence, contract or other commitments. b. This insurance shall not apply to any other consequential 1055 or remote loss. 5. Conditions a. Commencement or Resumption of Construction It is a condition of this insurance that, W the Insurec could reduce the loss payable under this extension of coverage by making use of other facilities at the project site or elsewhere if practicable, such reduction shall be taken into account in arriving at the amount of 1055 payable hereunder. . b. Due Diligence In the event of loss hereunder the Insurer shall only be liable for loss during such period of time that would be required with the exercise of due diligence and dispatch to complete the project. The I nsured agrees: i. to immediately notify the Insurer of any such incident or circumstances and immeciately submit to the Insurer any revisions to the original progress schedule where such revisions could delay the scheduled date of turnover; ii. to do and concur in doing and permit to be done all such things as may be reasonably practicable to minimize or establish the extent of any interlerence with the construction schedule 50 as to avoid or diminish any delay resulting there from; iii. that the Insurer and every person authorized by the Insurer, shall, without prejudice to any party insurec by this policy, have access to the site and the right of direct negotiation with the contractors, manufacturers, suppliers and other involved parties in order to establish the possible cause and extent of the 1055 or damage, its effect on insured items, to examine the possibilities for minimizing any delay to the scheduled date of turnover to the owner and, if necessary, to make any reasonable recommendations for the avoidance or minimization of such delay. c. Advance Loss Payment i. At the end of the month following the beginning of the period of delay, and at the end of each further month of delay or part thereof, if it is possible for the Insurer to determine the minimum amount for which the Insurer may be liable to pay for the elapsed period, the insurer shall pay such amount to the Insured as an installment payment on the total 1055. ii. The Insurer shall be entitled to postpone payment if, as a result of any physical 1055 or damage to the project, an investigation by an authority has been initiated against the Insured, until the completion of such investigation. d. Audit and Adjustment i. In the event a claim is made under this endorsement, at the termination of the period of indemnity the Insurer shall have the right to conduct an audit of the Insured's records to determine the actual Soft Costs and Expenses to.Reduce Loss incurred by the Insured. The total IndemnWiable amount 50 determined shall then be reduced In accordance with the waiting period, W any, stated in the Declarations in respect of anyone loss, the final amount being subject to the Limit of Liability. ii. The Insurec shall make available upon the request of the Insurer all pertinent records and provide information relevant to the determination of the indemnWiable amount. Iii In the event the final amount 50 calculated differs from the amount already paid by installments the difference shall be paid by the insurer or the Insured, as appropriate, to the other party. MASTERSILOMB LC04 BIR DELAY NWP 9/97 Page NO.2 6. Definitions ea. Financial Costs Financial costs shall include commitment fees, standby fees, letters of credit, land rent and construction loan fees. Construction loan fees are defined as the additional costs that may be incurred to rearrange loans necessary for the completion of construction. b. Additional interest Expense Additional interest expense is defined as the additional interest that is payable by the Insured over and above the total amount of interest which would have been payable, but for the loss, to finance or renew financing for the completion of construction including interest on funds required to finance or renew financing for reconstruction and repair. c. Leasing and Marketing Expense Leasing and marketing expense is defined as the necessary costs incurred by the Insured for the re-Ieasing and re- marketing of the premises, including but not limRed to additional commissions, advertising and printing costs, because of the loss of tenants resulting from the delay in turnover of the project to the owner. d. Legal and Accounting Expense Legal and accounting expense is defined as the necessary costs that are incurred to arrange re-financing, restructure financing and prepare iegal documents. e. Miscellaneous Carrying Costa Miscellaneous carrying costs include but are not IimRed to property taxes, insurance premiums, building permit fees, damages paid by the Insured to the owner on account of moving, storage and temporary accommodation incurred by prospective tenants, by members of the owner or by the owner on their behaif, and other miscellaneous costs. Field Overhead Field overhead includes but is not limited to the cost of occupancy permits, regional development fees and municipal development fees. g. Gross Rents and Rentel Value Gross Rents and Rental Value is defined as the sum of i. the actual total annual gross rent or rental value of the occupied portions of the property, including but not limited to basis rent, percentage rent and tenants' share of costs for common areas; ii. the estimated annual rental value of the unoccupied portions of the property; iii. the fair annual rental value of the portion of the property, if any, to be occupied by the Insured; iv. the estimated annual income derived from parking facilities, custodial services and other revenues. f. Attached to and forming part of the policy stated above. Except as provided herein all other terms and conditions of the policy remain unchanged. BROKER: MASTERS INSURANCE LIMITED MASTERSA.OMS lC04 SIR DELAY NWP 9/97 Page NO.3 BUILDERS RISK - ALL RISKS FORM . Property insured This policy, except as herein provided, insures a. i. property of every kind and description used or to be used in, or incidental to, construction, installation, erection, dismantling, demolition, reconstruction or repair, owned by the Insured, for which the Insured is responsible, or for which he has assumed responsibility prior to loss, provided that the value of such property is included in the amount insured, all to enter into and form part of the completed project, including expendable materials and supplies not otherwise excluded necessary to complete the project insured; ii. temporary buildings, site trailers, scaffolding, falsework, forms, hoardings, excavation, site preparation, landscaping and similar work, growing trees, plants, shrubs or flowers, owned by the Insured, for which the Insured is responsible or for which he has assumed responsibility prior to loss, provided that the value thereof is included in the amount insured and then only to the extent that replacement or restoration is made necessary to complete the project; b. expenses incurred for removal of debris (both of the property insured and of other debris blown or carried onto the site or location) of the property insured following loss of or damage to the property insured by a peril insured; and c. fees payable to accountants, independent engineers and other consultants or specialists, excluding public adjusters, for producing or certifying particulars of the Insured's property or business in order to prove the loss payable under this policy. 2. Limits of Liability This policy insures in the amount stated in the Declarations applicable to those items of this clause for which a limit is shown in the Declarations. The liability of the Insurer in anyone loss, casualty or disaster shall be limited to the proportion of any loss or damage, including salvage charges and other expenses, which the sum insured under this policy bears to the total amount of insurance and in no event shall exceed the same proportion of each of the limits of liability stated in the Declarations in any such loss, casualty or disaster, provided, always ,however, that the total liability under this policy for loss, destruction or damage to property, for removal of debris, for additional costs and for fees shall neither exceed the amount of insurance nor the applicable limit of liability. 3. Deductible Each claim for loss or damage caused by a peril other than earthquake or flood shall be adjusted separately and from the amount of each claim the Standard Deductible shown in the Declarations shall be deducted. Earthquake: With respect to the peril of earthquake the deductible amount shall be the amount stated separately in the Declarations for Earthquake. Flood: With respect to the peril of flood the deductible amount shall be the amount stated separately in the Declarations for Flood. In the event that more than one deductible applies to the same loss only the largest deductible shall be applied to the loss. The deductible does not operate to reduce any applicable limit of liability. 4. Perils Insured This policy, except as herein provided, insures against all risks of direct physical loss of or damage to the property insured. MASTERSlLOMB LC02 BIR 01/02 Page No. 1 5. Particulars of Project . As stated in the Declarations. 6. Estimated Insured value As stated in the Declarations. 7. Scope of Coverage a. This insurance attaches, within the policy period, when the property becomes at the Insured's risk while at the site of construction, installation, erection, dismantling, demolition, reconstruction or repair. b. Subject to a limit of $250,000.00 anyone loss, casualty or disaster at any other location anywhere in Canada or the continental United States, only with respect to property to enter into and form part of the completed project described in the Declarations but excluding such property while in transit. c. Subject to a limit of $100,000.00 anyone loss, casualty or disaster for property in transit from the commencement of loading at the original point of shipment anywhere in Canada or the Continental United States, including inland and coastal waters, until the completion of unloading at the site of construction or elsewhere. d. This policy ceases to insure the project i. ten (10) days after the date of issuance of the Certificate of Total Performance in respect of the contract documents relating to the project; or ii. on the commencement of use or occupancy of any part or section of the project, unless such use or occupancy is for 1. installing, testing, commissioning or storing equipment or machinery or using the equipment or machinery during the equipment or machinery during the construction of the project to facilitate its completion; or 2. office, retail, governmental or habitational purposes; or iii. on the termination or expiration of this insurance, whiCh ever first occurs. This policy also insures any of the insured property which is necessarily removed from the project locations or other locations where insurance is provided to prevent loss, destruction or damage or further loss, destruction or damage thereto. That part of the insurance under this policy that exceeds the amount of the Insurer's liability for any loss already incurred shall, for seven days only, or for the unexpired term of the policy if less than seven days, insure the property removed and any property remaining in the locations insured in the proportions which the value of the property in each of the respective locations bears to the value of the property in them all. 8. Property Excluded This policy does not insure loss of or damage to: a. property, i. while waterborne, from the commencement of loading until completion of discharge, except while on a ferry, railway car or barge, all in connection with land transportation; ii. while insured under an Ocean Cargo policy; iii. while aboard or being transported by any aircraft; b. contractor's tools and equipment and unlicensed vehicles, including spare parts and accessories, whether owned, loaned, hired or leased, other than property specified in Clause 1.a.ii; c. money, bullion" platinum and other precious metals and alloys, securities, stamps, tickets and tokens, evidences of debt or title; MASTERSlLOMS LC02 S/R 01/02 Page NO.2 d. automobiles, watercraft, amphibious or air cushioned vehicles, aircraft, spacecraft, trailers, or motors or other accessories attached to or mounted on such property; . e. property illegally acquired, kept, stored or transported; property sUbject to forfeiture, seized or confiscated for breach of any law or by order of any public authority. 9. Perils Excluded This policy does not insure a. the cost of making good i. faulty or improper material; ii. faulty or improper workmanship; iii. faulty or improper design; but this exclusion shall only apply to the particular part of the structure, building, equipment, machinery or other property insured which is found to be faulty or improper in material, workmanship or design and shall not apply to resultant damage to any property insured including property of which the particular faulty component, workmanship or design is an integral part or to any property insured which incorporates faulty or improper material, workmanship or design, except that with respect to Architects or Engineers such resultant damage shall not be insured and the right of the Insurer to subrogate against said Architects or Engineers for such resultant damage is hereby admitted. b. loss or damage, unless directly caused by a peril not otherwise excluded herein, caused directly or indirectly by rust or corrosion, frost or freezing; Corrosion shall not include marring or etching resulting from accidental exposure to an acid or other caustic substance. c. loss or damage caused by electric or magnetic injury, disturbance or erasure of electronic recordings, except by lightning; d. loss or damage caused directly or indirectly by mechanical or electrical breakdown or derangement provided, however, to the extent otherwise insured and not otherwise excluded under this policy, resultant damage to the property shall be insured; e. theft by an employee, officer or agent of the Insured or other party of interest, or any party to whom the property is entrusted (bailees for hire excepted), but this exclusion does not apply to physical damage caused directly by employees, officers, agents or other parties to whom the property is entrusted which results from a peril otherwise insured and not otherwise excluded under this policy; f. loss or damage caused directly or indirectly by cessation of work or by interruption of construction, except as provided in Condition 18. unless directly caused by a peril otherwise insured and not otherwise excluded under this policy; g. any loss or damage caused by delay, loss of market or loss of use or occupancy; h. penalties or liquidated damages for non-completion of or delay in completion of contract or non- compliance with contract conditions or costs incurred solely in an effort to eliminate or reduce penalties or liquidated damages for which the Insured may be contractually liable; i. wear and tear, gradual deterioration, normal upkeep, latent defect or normal making good, unless resulting from a peril otherwise insured and not otherwise excluded under this policy; j. loss or damage caused by war, invasion, act of foreign enemy, hostilities (whether war be declared or not), civil war, rebellion, revolution, insurrection or military power; k. loss or damage caused by any nuclear incident as defined in the Nuclear Liability Act, nuclear explosion or contamination by radioactive material. MASTERS/LOMB LC02 BIR 01102 Page No.3 10. Premium Adjustment .The premium stated in this policy is provisional. The premium shall be adjusted when the Insured receives the certificate of substantial completion on the actual contract price including the value of any property not included in the contract price and insured herein or in the absence of a contract price the total value of the project at that time. The actual premium due hereunder, including premium for extensions of the period of this policy, shall be calculated from the inception date of this policy to the date of substantial completion only on the value so reported at the rate shown in the Declarations. If the premium so calculated exceeds the provisional premium, the Insured shall pay to the Insurer the excess premium and, if such premium is less than the provisional premium, the Insurer shall refund to the Insured the difference, subject to the minimum retained premium, if any, stated in the Declarations. In the event of temporary cessation of work, not arising from loss or damage insured hereunder, premium for the period of such cessation shall be calculated at pro rata of the policy rate applied to the actual completed value of work at risk at the commencement of the cessation of work. 11. Basis of Settlement Loss or damage to the property insured shall be valued at the cost of repairing, replacing, reconstructing or reinstating (whichever is the least) with material of like kind and quality and for like occupancy, on the same site without deduction for depreciation, including any increase in the cost of repairs, replacement, reconstruction or reinstatement required as the result of the provisions of any by-law, regulation, ordinance or law regulating the repair, replacement, reconstruction or reinstatement of the project provided that liability shall in no event exceed the amount actually and necessarily expended for repairs, replacement, reconstruction or reinstatement. 12. Liberalization and interpretation It is agreed by the Insurer that, notwithstanding any of the terms, conditions or exclusions of this policy, the coverage afforded by this policy shall be interpreted so as not to be more restrictive than the coverage afforded by the Insurer's standard policy wordings (whether fire and extended coverages or all risks) and/or the Insurance Bureau of Canada's policy form IBC 4042 and IBC 4047 Extension presently existing, or as revised during the policy period. Any claim for loss or damage covered by this clause shall be subject to the limit of liability and deductible stated herein. 13. When Loss Payable The loss is payable within thirty (30) days after completion of the proof of loss. 14. Partial Loss The Insurer hereby grants permission to the Insured to carry out repairs in respect of any partial damage to the property insured which conveniently and advantageously can be undertaken by the Insured not exceeding $500,000.00 and subject to prompt notice to the Insurer and their agreement. The Insurers will promptly reimburse the Insured for the actual cost of such repairs and other costs and expenses applicable to the project subject to the deductible and limit of liability stated in the Declarations. 15. Reinstatement Any loss hereunder shall not reduce the amount of this policy. MASTERS/LOMB LC02 B/R 01/02 Page No.4 16. Other Insurance .It is agreed that this insurance is the only direct damage property insurance insuring all interests involved in construction operations on a project insured and the insurance afforded by this policy is primary insurance. It is agreed that any other insurance carried by any Insured under this policy shall not apply to loss or damage covered by this policy and, subject to the deductible and limit of liability stated in the Declarations, the Insurer shall pay for all loss or damage to the property insured without contribution by any other insurance. 17. Subrogation The Insured may, prior to the happening of a loss, without prejudice, release any person or corporation from liability for loss or damage to the property insured. The Insurer, upon making payment or assuming liability therefore under this policy, shall be subrogated to all rights of recovery of the Insured against any person and may bring action in the name of the Insured to enforce such rights. The Insured shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights. The Insured shall do nothing after loss to prejudice such rights. The Insurer hereby waives the transfer of such rights a. of the Insured against any person, corporation, joint venture or organization affiliated or associated with, or the parent of or subsidiary of the Insured or against their employees b. of any Insured included in this policy against any other Insured, including their employees, except as stipulated in Clause 9.a. Where the net amount recovered after deducting the costs of recovery is not sufficient to provide a complete indemnity for the loss or damage incurred the amount recovered shall be divided between the Insurer and Insured in the proportion in which the loss or damage has been borne by them respectively. 18. Permissions Permission is hereby granted: a. for the premises to be partially or completely occupied; b. to cease operations and for all or part of a project to be inoperative, idle, vacant or unoccupied without limit of time and without notice except notice to the Insurer in writing shall be given if the entire project is inoperative, idle, vacant or unoccupied for more than thirty (30) consecutive days. 19. Breach of Conditions Where a loss occurs and there has been a breach of condition relative to a matter before the happening of the loss, which breach would otherwise disentitle the Insured to recover under this policy, the breach shall not disentitle the Insured to recover if a. the Insured establishes that the loss was not caused or contributed by the breach of condition, or b. the breach of condition occurred in any portion of the premises over which the Insured had no control at the time of loss. Notwithstanding anything contained elsewhere in this policy, any act or any breach of a condition of this policy by one of the parties hereby insured shall not prevent recovery by any other party hereby insured who is innocent of such act or breach. 20. Termination a. This policy may be terminated: i. by the Insurer giving to the Named Insured ninety (90) days written notice of termination, or fifteen (15) days in the event of non-payment of premium, by registered mail; ii. by the Named Insured at any time on request. MASTERSILOMB LC02 BIR 01102 Page NO.5 . b. Where the policy is terminated by the Insurer, i. and where the premium is developed on other than an estimated basis, the Insurer will refund the excess of the paid premium for the time the policy has been in force, calculated pro rata, or ii. where the premium is developed by an estimated basis, the Insurer will refund the excess of the premium above the premium earned, when determined. c. Where the policy is terminated by the Named Insured, i. and where the premium is developed on other than an estimated basis, the Insurer will refund the excess of the paid premium above the short rate premium of the time the policy has been in force calculated in accordance with the short rate premium table in use by the Insurer; or ii. where the premium is deveioped by an estimated basis, the Insurer will refund the excess of the paid premium above the premium earned, when determined. d. Refund of premium may be made by money, postal or express company money order or by cheque payable at par. e. The ninety (90) days or fifteen (15) days mentioned above in this condition commences to run on the day following the receipt of the registered letter at the post office to which it is addressed. f. Premium adjustment may be made at the time cancellation is effected and if not then made shall be made as soon as practicable after cancellation becomes effective but payment or tender of unearned premium is not a condition of cancellation. 21. Verification of Values The Insurer or their duly appointed representative shall be permitted at all reasonable times during the term of this policy or within a year after termination or expiration to inspect the property insured and to examine the Insured's books, records and such policies as relate to any property insured hereunder. This inspection or examination shall not waive nor in any manner affect any of the terms or conditions of this policy. 22. Errors and Omissions Any error or omission in the name of the Insured or in the title, map reference or description of location of the property insured shall not void or impair this insurance. 23. Definitions Earthquake: Each loss caused by earthquake shall constitute a single claim hereunder, provided that more than one earthquake shock occurring within anyone hundred and sixty-eight (168) hours during the term of this policy shall be deemed a single earthquake within the meaning hereof. Notwithstanding the foregoing, the Insurer shall not be liable for any 1055 or damage caused by any earthquake shock occurring before this policy becomes effective nor for any loss or damage caused by any earthquake shock occurring after termination or expiration of this policy. Flood: "Flood" means waves, tides, tidal waves, tsunami, and the rising of, the breaking out or the overflow of any body of water (including lakes, ponds, reservoirs, rivers, streams, harbours and similar bodies of water, whether natural or man made) whether driven by wind or not. 24. Variance Where the statutory conditions of this policy conflict or are held to be at variance with this wording, this wording shall in all cases be held to prevail and be binding on the Insurer. The coverage afforded by this policy shall be interpreted 50 as not to be more restrictive than the coverage afforded by the Insurer's standard policy wordings (whether fire and extended coverage or all risks) presently existing, or as revised during the policy period. Any claim for 1055 or damage covered by this clause shall be subject to the limits of liability and deductible stated herein. MAsTERs/LOMB LC02 BlR 01/02 Page NO.6 25. Released Bills of Lading . is agreed that the Insured may, without prejudice to this insurance accept such bills of lading, receipts or contracts of carriage as are ordinarily issued by carriers, containing a limitation as to the value of goods and or merchandise. 26. Sue and Labour In case of actual or imminent loss or damage it shall be lawful and necessary for the Insured, their factors, servants or assigns, to sue, labour and travel for, in and about the defence, safeguard and recovery of the property insured hereunder, or any part thereof, without prejudice to this insurance, the charges whereof the Insurer shall pay. The acts of the Insured or Insurer in recovering, saving and preserving the property insured in case of actual or imminent loss or damage shall not be considered a waiver or an acceptance of abandonment. 27. Notice to Authorities Where the loss is due to a malicious act, burglary, robbery, theft, or attempt thereat, or is suspected to be so due, the Insured shall give immediate notice thereof to the police or other authorities having jurisdiction. 28. Sole Agent The Insured who obtained this policy did so on his own behalf and as agent for the other interests insured including those referred to by general description. This insurance shall not be invalidated should the interest of the Insured or anyone of them be other than sole or conditional ownership. For the purpose of issuing instructions, the termination of this policy, the alteration of this policy, agreeing upon settlement of losses or receiving or receipting for payment of premium the Insured first named shall be deemed the sole and irrevocable agent of each Insured. 29. Printed Conditions This policy is subject to the printed Statutory Conditions applicable to insurance policies in all provinces except Quebec and/or the printed 'Conditions of the Policy" and "Variations in Conditions" applicable to insLlrance policies in the province of Quebec. In case of any conflict between such Conditions and other terms and conditions in this policy benefit shall inure to the Insured. MASTERS/LOMB LC02 BIR 01/02 Page NO.7 '. ~ Lomb~rd CanadaiD Presented by your Broker: Masters Insurance Limited 7501 Keele Street, Suite 400 Vaughan, Ontario L4K 1 Y2 THIS ENDORSEMENT CHANGES THE POLICY PLEASE READ IT CAREFULLY It is agreed that the following amendments shall apply: FUNGI AND FUNGAL DERIVATIVES 1. Fungi and Fungal Derivative Exclusion - Commercial Builders - All Risk Insurance All insuring agreements under above noted policies have been amended as follows: This form does not insure against: (a) Loss or damage consisting of or caused directly or indirectly, in whole or in part, by any "fungi" or "spores" unless such "fungi" or "spores" are directly caused by or directly result from a peril otherwise insured and not otherwise excluded by this polley; (b) The cost or expense for any testing, monitoring, evaluating or assessing of "fungi" or "spores". 2. Fungi and Fungal Derivative Definition - All Coverage For the purpose of the endorsement, the following definitions are added to the defin~ion section of every form: (a) "Fungi" includes, but is not limited to, any form or type of mould, yeast, mushroom or mildew whether or not allergenic, pathogenic or toxigenic, and any substance, vapour or gas produced by, emitted from or arising out of any "Fungi" or "Spores" or resultant mycotoxins, allergens or pathogens. (b) "Spores" includes, but is not Iim~ed to, any reproductive particle or microscopic fragment produced by, emitted from or arising out of any "fungi". I All other terms and conditions remain unchanged. TERRORISM EXCLUSION This endorsement alters the coverage provided within all forms shown on the "Declaration of Insurance" page under Commercial Builders - All Risk Insurance i) This form does not insure against loss or damage caused directiy or indirectly, in whole or in part, by "Terrorism" or by any activity or decision of a government agency or other ent~ to prevent, respond to or terminate "Terrorism". Such loss or damage is exciuded regardless of any other cause or event that contributes concurrently or in any sequence to the loss or damage. ii) However, i) shall not apply to any ensuing loss or damage to property insured under Part I of this Policy which results directly from fire or "Explosion" as defined in this Policy. "Terrorism" means an ideologically motivated unlawful act or acts, including but not limited to the use of violence or force or threat of violence or force, committed by or on behalf of any group(s), organization(s) or government(s) for the purpose of influencing any government and/or instilling fear in the public or a sector of the public. All other terms and conditions remain unchanged. 5.LC32 Fungi, Terrorism & Data (Com SR) Page 1 of 3 ., "'ATA ExCLUSION Notwithstanding any provision to the contrary within this form or any endorsement thereto ij is agreed that: The foilowing exclusion is added to Commercial Builders - All Risk Insurance, where applicable: Data Exclusion 1. (1) This form does not insure 'Data' except where specified coverage provided for Accounts Receivable, Valuable Papers or EDP Equipment and Media, ail as defined in this Policy. (2) This does not insure loss or damage caused directly or indirectly by a "Data Problem" regardless of any other cause or event that contributes concurrently or in any sequence to such loss or damage. However: (i) if loss or damage caused by a "Data Problem" results in the occurrence of further loss of or damage to property insured that is directly caused by fire, explosion, smoke, leakage from fire protective equipment, ail as described in "Specified Perils", this exclusion 1. (2) of this exclusion shail not apply to such resulting loss or damage; (ii) if a "Data Problem" to Account Receivable, Valuable Papers or EDP Equipment or Media is the direct result of fire, "explosion", smoke or leakage from fire protective equipment ail as defined in this Policy, Part 1. (2) of this exclusion shail not apply. 2. The foilowing exclusion is removed from the policy "disturbance or erasure of electronic recordings by electronic or magnetic injury, except as provided in Section a.h. of this form." 3. Definijion for "Data' is amended to read as foilows: "Data" means representations of information or concepts, in any form. 4. The foilowing are added to the Definitions "Data Problem" means: . erasure, destruction, corruption, misappropriation, misinterpretation of "Data"; . error in creating, amending, entering, deleting or using "Data"; or . inabilijy to receive, transmit or use "Data". 5. Special Basis of Settlement, paragraph (b) is changed to read as foilows: b) Records Except to the extent provided in Section 9. d. and Section 9. n. of forms added, the liability of the Insurer for loss or damage to: 1) books of account, drawings, card index systems and other records, other than as described in 2) below, shail not exceed the cost of blank books, blank pages or other materials, plus the cost of labour for actuaily transcribing or copying said records; 2) media, data storage devices, and program devices for electronic and electro-mechanical data processing or for electronicaily controiled equipment, notwithstanding that "Data" is not insured, shail not exceed the cost of reproducing such media, data storage devices and program devices from duplicates or from originals of the previous generation of the media, but no liability is assumed hereunder for the cost of gathering or assembling information or "Data" for such reproduction. Whichever is applicable of 1) or 2) above shail be the basis to be adopted for the purpose of applying the Coinsurance Clause. 5-LC32 Fungi. Terrorism & Data (COm SR) Page 2 of 3 n. The following is added to Section V - Definitions: _Data" means representations of information or concepts, in any form. This endorsement is applicable to all forms and endorsements forming part of the Policy. All other terms and conditions remain unchanged. Where this endorsement is in variance or inconsistent with any terms or conditions of this Policy, this endorsement shall take precedence and shall prevail. This endorsement replaces the Ciarification Endorsement - Misinterpretation of Date. 5.LC32 Fungi. Terrorism & Data (Com SA) Page 3 of 3 . AV1VA AVIVA INSURANCE COMPANY OF CANADA MAsTERS INSURANCE MACHINERY BREAKDOWN POLICY MASTERS INSURANCE LIMITED POLICY NO.: MASTE-1045B PREMIUM: Included THE NAMED INSURED: Garritano Bros. Ltd. and The Corporation of the Municipality of Clarington INSURED'S MAILING ADDRESS: 881 Nelson Street, Oshawa, Ontario L 1H 5N7 LOCATION OF PROJECT: 150 King Avenue East, Newcastle, Ontario L 1 B 1 H5 DESCRIPTION OF PROJECT: Newcastle Branch Library POLICY PERIOD FROM: April 21, 2008 12:01 A.M. STANDARD TIME AT THIS ADDRESS OF THE NAMED INSURED AS STATED HEREIN TO: July 21, 2009 PHYSICAL DAMAGE COVERAGE LIMIT PER ACCIDENT: DEDUCTIBLE: TESTING & COMMISSIONING: INDIRECT DAMAGE COVERAGE - EXTRA EXPENSE: LIMIT OF LOSS: WAITING PERIOD: DEDUCTIBLE: - LOSS OF GROSS RENTALS DELA YED OPENING: WAITING PERIOD: DEDUCTIBLE: MORTGAGEE / LOSS PA YABLE: LOSS, IF ANY, ON PROPERTY OF THE INSURED SHALL BE PA YABLE TO: The Insured ADDITIONAL NAMED INSURED: N/A POLICY SUBJECT TO TERRORISM EXCLUSION ENDORSEMENT (FORM 2002CB), DATA EXCLUSION ENDORSEMENT (FORM 2000CB) AND FUNGI & FUNGAL DERIVATIVES EXCLUSION ENDORSEMENT (1999CB), NOTES: The insurance provided by this policy is subject to all the terms, conditions, limitations and exdusions of the attached forms. $2,444,700.00 ALL OBJECTS AS DESCRIBED IN THE ATTACHED FORM 780014 Replacement Cost, Same Site Clause Deleted $2,500.00 Included per attached Endorsement 1 Deductible: $5,000.00 $50,000.00 ALL OBJECTS INSURED FOR PHYSICAL DAMAGE AS DESCRIBED IN THE A TTACHED FORM 780033 24 Hours NIL NOT APPLICABLE ALL OBJECTS INSURED FOR PHYSICAL DAMAGE AS DESCRIBED IN THE ATTACHED FORM 780037 N/A N/A THiS POLICY MAY CC~!TAIN A CLAUS:::) WHICH UMITS THE t,MOUNT PAYABLE. MASTERS ii\~,_" .,(;: ,. PER ~ 1lt<Z Authorized Representative , , CONDITIONS .Statutory Conditions apply to the peril of fire and as modified or supplemented by riders, forms or endorsements attached apply as Policy Conditions to all other perils insured by this policy. STATUTORY CONDITIONS (Applicable to all Provinces except the Province of Quebec) 1. Misrepresentation If a person applying for insurance falsely describes the property to the prejudice of the Insurer, or misrepresents or fraudulently omits to communicate any circumstance that is material to be made known to the Insurer in order to enable it to judge of the risk to be undertaken, the contract is void as to any property in relation to which the misrepresentation or omission is material. 2. Property of Others Uniess otherwise specifically stated in the contract, the Insurer is not liabie for loss or damage to property owned by any person other than the Insured, unless the interest of the Insured therein is stated in the contract. 3. Change of Interest The Insurer is liable for loss or damage occurring after an authorized assignment under the Bankruptcy Act or change of title by succession, by operation of law, or by death. 4. Material Change Any change material to the risk and within the control and knowledge of the Insured avoids the contract as to the part affected thereby, unless the change is promptly notified in writing to the Insurer or its local agent, and the Insurer when so notified may return the unearned portion, if any, of the premium paid and cancel the contract, or may notify the Insured in writing that, if he desires the contract to continue in force, he must, within fifteen days of the receipt of the notice, pay to the Insurer an additional premium, and in default of such payment the contract is no longer in force and the Insurer shall return the unearned portion, if any, of the premium paid. 5. Termination (1) This contract may be terminated, (a) by the Insurer giving to the Insured fifteen days' notice of termination by registered mail or five days' written notice of termination personally delivered; (b) by the Insured at any time on request. (2) Where this contract is terminated by the Insurer, (a) the Insurer shall refund the excess of premium actually paid by the Insured over the pro rata premium for the expired time, but, in no event, shall the pro rata premium for the expired time be deemed to be less than any minimum retained premium specified; and (b) the refund shall accompany the notice unless the premium is subject to adjustment or determination as to amount, in which case the refund shall be made as soon as practicable. (3) Where this contract is terminated by the Insured, the Insurer shall refund as soon as practicable the excess of premium actually paid by the Insured over the short rate premium for the expired time, but in no event shall the short rate premium for the expired time be deemed to be less than any minimum retained premium specified. (4) The refund may be made by money, postal or express company money order or cheque payable at par. (5) The fifteen days mentioned in clause (a) of sub-condition (1) of this condition commences to run on the day following the receipt of the registered letter at the post office to which it is addressed. MASTERS I A V11? - Statutory Conditions Page 1 of 3 6. Requirements After Loss olIIiiI) Upon the occurrence of any loss of or damage to the insured property, the Insured shall, if the loss or damage is ., covered by the contract, in addition to observing the requirements of conditions g, 10 and 11, (a) forthwith give notice thereof in writing to the Insurer; (b) deliver as soon as practicable to the Insurer a proof of loss verified by a statutory declaration, (i) giving a complete inventory of the destroyed and damaged property and showing in detail quantities, costs, actual cash value and particulars of amount of loss claimed, (ii) stating when and how the loss occurred, and if caused by fire or explosion due to ignition, how the fire or explosion originated, so far as the Insured knows or believes, (Iii) stating that the loss did not occur through any wilful act or neglect or procurement, means or connivance of the Insured, (iv) showing the amount of other insurances and the names of other insurers, (v) showing the interest of the Insured and of all others in the property with particulars of all liens, encumbrances and other charges upon the property, (vi) showing any changes in title, use, occupation, location, possession or exposures of the property since the issue of the contract, (vii) showing the place where the property insured was at the time of loss; (c) if required, give a complete inventory of undamaged property and showing in detail quantities, cost, actual cash value; (d) if required and if practicable, produce books of account, warehouse receipts and stock lists, and furnish invoices and other vouchers verified by statutory declaration, and furnish a copy of the written portion of any other contract. (2) The evidence furnished under clauses (c) and (d) of sub-paragraph (1) of this condition shall not be considered proofs of loss within the meaning of conditions 12 and 13. 7. Fraud Any fraud or wilfully false statement in a statutory declaration in relation to any of the above particulars, vitiates the claim of the person making the declaration. 8. Who May Give Notice and Proof Notice of loss may be given and proof of loss may be made by the agent of the Insured named in the contract in case of absence or inability of the Insured to give the notice or make the proof, and absence or inability being satisfactorily accounted for, or in the like case, or if the Insured refuses to do so, by a person to whom any part of the insurance money is payable. 9. Salvage (1) The Insured, in the event of any loss of or damage to any property insured under the contract, shall take all reasonable steps to prevent further damage to such property so damaged and to prevent damage to other property insured hereunder including, if necessary, its removal to prevent damage or further damage thereto. (2) The Insurer shall contribute pro rata towards any reasonable and proper expenses in connection with steps taken by the Insured and required under sub-paragraph (1) of this condition according to the respective interests of the parties. 10. Entry, Control, Abandonment After loss of or damage to insured property, the Insurer has an immediate right of access and entry by accredited agents sufficient to enable them to survey and examine the property, and to make an estimate of the loss or damage, and, after the Insured has secured the property, a further right of access and entry sufficient to enable them to make appraisement or particular estimate of the loss of damage, but the Insurer is not entitled to the control or possession of the insured property, and without the consent of the Insurer there can be no abandonment to it of insured property. 11. Appraisal In the event of disagreement as to the value of the property insured, the property saved or the amount of the loss, those questions shall be determined by appraisal as provided under The Insurance Act before there can be any recovery under this contract whether the right to recover on the contract is disputed or not, and independently of all other questions. There shall be no right to an appraisal until a specific demand therefor is made in writing and until after proof of loss has been delivered. 12. When Loss Payable ..The 1055 is payable within sixty days after completion of the proof of 1055, unless the contract provides for a shorter Weriod. 13. Replacement (1) The Insurer, instead of making payment, may repair, rebuild, or replace the property damaged or lost, giving written notice of its intention 50 to do within thirty days after receipt of the proofs of 1055. (2) In that event the Insurer shall commence to 50 repair, rebuild, or replace the property within forty-five days after receipt of the proofs of loss, and shall thereafter proceed with all due diligence to the completion thereof. 14. Action Every action or proceeding against the Insurer for the recovery of any claim under or by virtue of this contract is absolutely barred unless commenced with one year" next after the loss or damage occurs. "two years in Province of Manitoba and Yukon Territory. 15. Notice Any written notice to the Insurer may be delivered at, or sent by registered mail to the chief agency or head office of the Insurer in the Province. Written notice may be given to the Insured named in the contract by letter personally delivered to him or by registered mail addressed to him at his latest post office address as notified to the Insurer. In this condition, the expression "registered" means registered in or outside Canada. MASTERS I AVI17 - Statutory Conditions Page 3 of 3 . MACHINERY BREAKDOWN POLICY SECTION I PHYSICAL DAMAGE DIRECT DAMAGE INDEMNITY AGREEMENT In the event of an Accident occurring during the policy period to an insured Object. the insurer agrees to indemnifY the Insured tor loss to the property of the Insured and to the property of others in the care, custody or control of the Insured for which the Insured is legally liable, directly damaged by such Accident (or. if the Insurer so elects. to repair or replace such damaged property). DEFINITIONS 1. Declarations Page means the Declarations Page (s) applicable to this form. 2. Standard Comprehensive, \\'hen Standard Comprehensive coverage is selected on the Declarations Page. Object means any equipment or apparatus described below, subject to the exclusions specified herein. only while the Object is in use or connected ready for use, while located on the premises of the Insured specified on the Declarations Page. A. Any boiler. condensate return tank. fired pressure vessel, metal unfired vessel or any A.S.M.E. approved. fiberglass reinforced plastic vessel normally subject to vacuum or internal pressure other than static pressure of contents. refrigerating or air conditioning vessels and piping, or metal piping and its accessory equipment. but Object shall not include any: 1_ refractory or insulating material. non-metallic lining or covering. boiler setting, or any part of a boiler or fired pressure vessel which does not contain steam, water or other heat transfer medium; 2. oven, stove, furnace. incinerator or kiln; 3. sewer piping. buried piping which is not contained within a duct. tunnel or runway, piping fanning a part ofa sprinkler system or water piping other than; (a) feed water piping between any boiler and its feed pumps or injectors; (b) boiler condensate return piping; (c) chilled water piping connected to and fonning part ofa refrigerating or air conditioning system; (d) arrangement of piping used in conjum..'tion with hot water heating system. together with valves. radiators and fittings connected to such system; Any untired vessel which is used. tor the storage of gas or liquid and which is periodically tilled, moved. t::mptied and refilled in the course of its nonnal service. shall be considered as "connected ready for use" within the tenns of the policy. B. Any mechanical or electrical machine or apparatus which generates, transmits or utilizes mechanical or electrical power, but Object shall not include any: I. oven. stove. furnace. incinerator or kiln; 2. part of a vehicle. aircraft. structure or tloating vessel; 3. elevator, escalator. conveyor. crane. hoist. power shovel. uragline or t::xcavator. but not excluding any electrical equipment mounted on or tonning a part of any such machine or apparatus; FORM 780014 Page 1 01'7 . 4. data processing, calculating or computing equipment or any electronic machine, device or instrument but not excluding any such equipment usoo solely to control, operate or protect an insured Object. 5. X-ray machine, electron microscope, laser, particle accelerator. beta gauge. $pectmgraph. or any equipment or apparatus utilizing radio-active materials. 6. refractory material or non-metallic lining or covering; 7. maintenance machine or apparatus; 8. complete production machine Of apparatus which processes. fonns, cuts, shapes, grinds. or conveys raw material, material in process, waste material or tinished product, and any equipment tonning a part of the driving or controlling mechanism for such production machine or upparatus but not excluding any pump, compressor, fun, blower, engine, turbine, motor. generator, or separate enclosed gear set connected to such production machine or apparatus by a coupling, clutch or belt; 9. electrical trailing cable, induction furnace coil or electrical equipment beyond the secondary bus of an arc furnace transfonner. 3. Accident means a sudden and accidental breakdown of the Object or a part thereof, which manifests itself at the time of its occurrence by physical damage to the Object that necessitates repair or replacement of the Object or part thereof, providing such Object has been completely installed, and contractually accepted by the Insured, but Accident shall not mean: (a) depletion, deterioration, corrosion, or erosion of materials; (b) wear and tear; (c) the cracking of any part of any turbine exposed to hot gases or to the products of combustion; (d) leakage at any valve, fitting, shaft seal, gland packing, joint or connection; (e) the functioning of any safety device or protective device; (f) the breakdown of any structure or foundation supporting the Object or any part thereof; (g) breakdown of an Object while undergoing an Electrical, Hydrostatic, Pneumatic, Gas Pressure, or Perfonnance Test. 4. One Accident means all resultant or concomitant Accidents whether to one Object or more than one Object or part of an Object. EXCLUSIONS I. This policy does not insure toss or damage directly or indirectly caused by: (a) fire, smoke or the use of water or other means to ex.tinguish fire. but not excluding loss or damage caused by fire inside and contained within any electrical machine or apparatus concomitant with or following an Accident; (h) a combustion ex.plosion outside the Object; (c) an explosion of gas or unconsumed fuel within a furnace or within the passages from a furnace to the atmosphere; (d) an explosion within the furnace of any boiler of the chemical recovery type or within the passages from the furnace to the atmosphere; (e) earthquake. including snowslide. landslide or other earth movements occurring concurrently with and directly resulting from an earthquake shock; (t) wind. including but not limited to cyclone. tornado or hurricane; FORM 780014 Page 2 of? . (g) lightning. if coverage for that cause of loss is provided by any other policy of insurance in etfect at the time of loss; (h) water escape, resulting from an Accident if coverage is provided by any other insurance in effect at the time of the loss: (i) war, invasion, act of foreign enemy. hostilities (whether war be declared or not), civil war, rebellion, revolution. insurrection or military power; 2. This policy does not insure loss or damage from: (a) an Accident caused diret.1:1y or indirectly by nuclear radiation or radioactive contamination. all whether controlled or uncontrolled. or (b) nuclear reaction, nuclear radiation or radioactive contamination, all whether controlled or uncontrolled, caused directly or indirectly by. contributed to or aggravated by an Accident; nor shall the insurer for any loss covered in whole or in part by any contract of insurance, carried by the Insured, which also covers any hazard or peril of nuclear reaction or nuclear rndiation. 3. This policy does not insure loss or damage caused by: (a) spoilage due to an Accident unless coverage for Consequential Damage is specified on the Declarations Page. (b) flood unless an Accident ensues and the Insurer shall then be liable only for loss from such ensuring Accident. (c) delay or interruption of business, manufacturing or process, or any other indirect result of an Accident. 4. This policy does not insure any increase in loss: (a) necessitated by any ordinance. law, regulation, role or roling regulating or restricting repair, alteration, use, operation, construction or installation, except as provided in Extensions of Coverage; (b) as a result of damage. contamination or pollution by a substance declared to be a contaminant, pollutant or hazardous substance by any governmental agency. agency as provided in Extensions of Coverage; (c) or additional expenses incurred for cleanup, storage, repair. replacement or disposal of damaged. contaminated or polluted property except as provided in Extensions of Coverage. DEDUCTIBLE CLAUSE Each claim for loss or damage resulting from an Accident shaH be adjusted separately and from the amount of each such adjusted claim shall be deducted the amount shown on the Declarations Page. If two or more Objects are involved in One Accident. the total amount to be deducted shall be the largest Deductible Amount specified for any said Objects. EXTENSIONS Of COVERAGE The following extensions of Coverage are subject to the conditions of this policy. The liability of the Insurer under this policy including all Extensions of Coverage shall in no event exceed the Limit Per Accident specitied on the Declarations Page. I. Expediting Expenses. The Insurer agreed to pay to the extent of any indemnity remaining after payment of all losses as may be required under this Section, for the reasonable extra cost of temporary repair and of expediting the repair of such damaged property of the Insured. induding overtime and the extra cost of express or other rapid means of transportation. but not including any costs related to equipment installed on a temporary basis. provided the Insurer's liability shall not exceed $50,000.00 or the amount specitied on the Declaration Pages. whichever is greater. FORM 780014 Page 3 of7 . 2. Newly Acquired Location. With respect to any property hereafter acquired by the Insured. any Object in use or connected ready for use at the time the property is acquired shall be considered as added to the policy as of the time said property is acquired. by the Insured. all subject to the following conditions: (a) The Insured shall notifY the Insurer in writing within 90 days after the date said property is acquired. (b) The Insured agrees to pay an additional premium for insurance in accordance with the Insurer's Manual of Rules and Rates. appl icable to such change. (c) The Insurer shall be liable under this coverage for Consequential Damage and Business Intem.tption loss resulting from an Accident to any Object if such coverages are provided in the policy. (d) This coverage shall apply only to any Object within Canada. (e) The Insurer's liability under this coverage shall be subject to the Limit per Accident specified on the Declarations Page for Physical Damage, Consequential Damage and Business Interruption. 3. Hazardous Substances. If a Hazardous Substance is involved in or released by an Accident to any Object, the Insurer shall b liable for the increase in cost to repair, replace. clean up or dispose of affected insured property. The Insurer shall also be liable fOT any increase in loss if Business Interruption coverage is provided in the policy. As respects this coverage, a Hazardous Substance means any pollutant contaminant or other substance declared by a Governmental Agency to be hazardous to health or the environment. Increase in cost or increase in loss means the cost or loss beyond that which would have been incurred had no H.azardous Substance been present.. The Insurer's liability under this coverage shall not exceed $50,000, or amount specified on the Declarations Page, whichever is greater. 4. By Laws. This Ex.tension provides coverage for any increase in the cost of repairing, replacing, constructing or reconstructing (including the necessary demolition and site clearance costs) with materials of like kind and quality, the Insured's buildings, structures and insured Objects where such cost arises out of destruction of or damage to the buildings, structures and insured Objects caused by an Insured loss and is occasioned by tht: enforcement of the minimum requirements of any by-law. regulation. ordinance or law which is in inforce at the time of the Insured loss and which regulates zoning, or the demolition, repairOT construction of the damaged buildings, structures or insured Objects. If coverage is provided under Section III - Business Interruption. the Insurer shall be liable for loss during the additional time required, with the ex.ercise of due diligence and dispatch, to effect such repair, construction or reconstruction as a result of the enforcement of said by-law, regulation. ordinance or law. The Insurt.--r shall not be liable under this Extension for. (a) any im..Tease in loss necessitated by any ordinance, law, regulation. rule or ruling regulating the use or operation of the premises of the Insured or any insured Objects; (b) loss or expense excluded by Exclusion 3 (b) and lor 3 (c) of the Policy. 5. Professional Fees. This Extension provides coverage for reasonable and necessary fees payable to Accountants. Engineers or other Professionals for investigating the extent and cause of loss covered under Section I - Physical Damage and tor producing and certitying particulars or details of the Insured's business by the Insurer in order to arrive at the loss payable under Sections I. II & III of the policy in the event ofa claim, but the Insurer's liability shall not exceed $50.000. or the amount specified on the Declarations Page, whichever is greater. This coverage does not apply to either the Insured's own employees or to Public Adjusters. FORM 780014 Page 4 of7 . CONDITIONS & LIMITATIONS: 1. Limit Per Accident. The liabil ity of the Insurer tor loss from any One Accident under this Section or the policy including all Extensions of Coverage shall in no event exceed the Limit Per Accident specified on the Declarations Page. If more than one Limit Per Accident is specified and is applicable to any One Accident, the Insurer shall not be liable for an amount exceeding the highest Limit Per Accident. If more than one Insured is named in the policy. the Insurer shall not be liable tor an amount in excess of that for which it would have been liable had only one Insured been named. 2. Notice of Accident and Adjustment. When an Accident occurs, written notice shall be given by or on behalf of the Insured to the Insurer or any of its authorized agents as soon as possible. Any delay in notifying the Insurer may affect the amount of loss payable under the policy. The Insured shall give like notice of any claim made on account of such Accident. The Insurer shall have reasonable time and opportunity to examine the property and the premises of the Insured before repairs are undertaken or physical evidence of the Accident is removed, except for protection or salvage. Proof of loss shall be made by the Insured in such form as the Insurer may require. The Insured upon request of the Insurer shall render every assistance in facilitating the investigation and adjustment of any claim. submitting to examination and interrogation by any representative of the Insurer. The Insured shall not voluntarily incur any expense, other than at the Insured's own cost, except as otherwise pennitted in this policy. 3. Inspection. The Insurer shall be permitted but not obliged to inspect, at all reasonable times, any Object insured under this policy. Neither the Insurer's right to make inspections nor the making thereof nor any report thereon shall constitute an undertaking, on behalf of or for the benefit of the named Insured or others. to determine or warrant that such Object is safe or healthful. 4. Suspension. Upon the discovery of an Object in or exposed to a dangerous condition, any representative of the Insurer may immediately suspend insurance with respect to an Accident to said Object by written notice mailed or delivered to the Insured. at the Address of the Insured, or at the Location of the Object. Insurance so suspended may be reinstated by the Insurer, by written notice given to the Insured as indicated above. The Insured shall be allowed the unearned portion of the premium paid tor such suspended insurance, pro rata tor the period of suspension. 5. Ammonia Contamination. The Insurer's liability for loss, including salvage expense, with respect to damage by ammonia contacting or permeating property under refrigeration or in process requiring refrigeration. resulting from an Accident to any system or refrigerating or air conditioning vessels and piping, shall not exceed $50,000, or the amount specified on the Declarations Page, whichever is the greater, such amounts being part of and not in addition to the Limit Per Accident. 6. Water Escape. Subject to Exclusion I.(h), the Insurer's liability for loss, including salvage expense. on property damaged by water, resulting from an Accident to any insured piping described in the definition of Object set out in Detinition 2 including valves, radiators and fittings, and to any system of refrigerating or air conditioning vessels and piping, including any vessel or piping connected to such system. shall not exceed. $50.000 or the amount specified on the Declarations Page, whichever is greater, such amount being part of and not in addition to the Limit Per Accident. 7. Property Valuation. A. Actual Cash Value (applicable only ifso indicated on the Declarations Page). The limit of the Insurer's liability for loss on the property of the Insured shall not exceed the actual cash value thereof at the time of the Accident. If, as respects the damaged property of the Insured, the repair or replacement of any part or parts of an Object is involved. the Insurer shall not be liable tor the cost of such repair or replacement in excess of the actual cash value of said part or parts or in excess of the actual cash value of the Object, whichever value is less. Actual Cash Value in all cases shall be ascertained with proper deductions tor depreciation, however caused. B. Replacement cost (applicable only if so indicated on the Declarations Page). The Insurer agrees that loss to property of the Insured shall mean the amount actually expended by the Insurer to repair or replace such property, subject to the tollowing provisions: (i) the damaged property shall be replaced within twelve months from the date of the Accident anless such period is extended with written consent of the Insurer; (ii) the Insurer's liability tor any repair or replacement shall be limited to (a) the cost at the time of the Accident to repair the said property, or (b) the cost at the time of the Accident to replace the said property on the same site with property of like kind, capacity, size, quality, and function whichever is the lesser; FORM 780014 Page 5 on . (iii) in the event the replacement is by property of a better kind or quality or of larger capacity or size. the liability of the Insurer shall not exceed the amount that would be paid if the replacement had been made by property of like, kind, capacity. size and quality; (iv) the Insurer shall not be liable for: (a) loss or damage to property useless to the Insured or obsolete; (b) the cost of repairing or replacing any part or parts of an Object if such cost exceeds the cost of replacing the entire Object; (v) ifany damaged property is not repaired or replaced the Insurer's liability as respects such property shall be limited to the amount payable based on the Actual Cash Value property valuation. 8. Other Insurance. Any loss to which both this insurance and other insurance carried by the Insured apply shall be ajoint loss and the [nsurer shall be liable under this policy only for the proportion of the said joint loss that the amount which would have been payable under this policy on account of said joint loss, had no other insurance existed, bears to the combined total of the said amount and the amount which would have been payable under all other insurance on account of said joint loss, had there been no insurance under this policy. 9. Disputed Loss Agreement. In the event a recoverable loss exists, should a dispute arise between Property and Boiler & Machinery Insurers as to which Insurer is liable or as to the proportion of the loss to be paid by each Insurer, the IBC Agreement "respecting disputed losses between Property Insurance and Boiler & Machinery Insurance Policies" shall, at the Insured's option, apply, providing the Property Insurers are signatories to the IBC Agreement. 10. Cancellation. A. This contract may be terminated (i) by the Insurer giving to the Insured sixty (60) days notice of termination, or fifteen (15) days in the event of non-payment of premium, by registered mail; (ii) by the Insured at any time on request. B. Where this contract is terminated by the Insurer, (i) the Insurer shall refund the excess of premium actually paid by the Insured over the pro rata premium for the expired time, but, in no event, shall the pro rata premium tor the expired time be deemed to be less than a minimum retained premium specified.; and (ii) the refund shall accompany the notice unless the premium is subject to adjustment or detennination as to amount, in which case the refund shall be made as soon as possible. C. Where this contract is tenninated by the Insured, the Insurer shall refund as soon as practicable the excess of the premium actually paid by the Insured over the short rate premium for the expired time, but in no event shall the short rate premium for the expired time be deemed to be less than any minimum retained premium specified. D. The refund may be made by money, postal or express company money order or cheque payable at par. E. The sixty (60) or tifteen (IS) days mentioned in clause (i) of sub condition (A) of this condition commences to run on the day following the receipt of the registered letter at the post office to which it is addressed. II. Subrogation. In the event of any payment under this policy, the Insurer shall be subrogated to the Insured's rights of recovery theretore against any person or organization and the Insured shalll:xecute and deliver instruments and papers and do whatever else is necessary to secure such rights. The Insured. shall do nothing after the Accident to prejudice such rights. 12. Action Against Insurer. No action shall lie against the Insurer unless, as a condition precedent thereto, the Insured shall have fully complied with all the tenns of this policy, nor unless commenced within touI1een months from the date of the Accident. FORM 780014 Page 6 01'7 . 13. Assignment. Assignment of interest under this policy shall not bind the Insurer until its consent is endorsed hereon; it: however. the Insured shall die or be adjudged bankrupt or insolvent during the policy period. this policy unless cancelled shall. if written nolice be given to the Insurer within sixty days after the date of such death or adjudication. cover the Insured's legal representative as the Insured. 14. Mortgage Interest. If ilnY name is mentioned as Mortgagee with respect to any location specified on the Declarations Page of the policy. It is agreed that loss. if any. under Section I of this policy to property of the Insured shall be adjusted with and payable to the Insured and the Mortgagee. as their interests may appear. The Insurer reserves the right to cancel the policy as provided in the Cancellation Condition of the policy and in such case the Insurer agrees to mail to the Mortgagee. at the address of the Mortgagee. specified on the Declarations Page. a copy of the written cancellation notice mailed or delivered to the Insured and as respects the interest of the Mortgagee, shall be effective at the time specified in notice to the Insured. but in no event earlier than tifteen days after the date of mailing of copy of notice to the Mortgagee. If the Insured cancels the policy as provided in the Cancellation Condition of the Policy the Insurer agrees to mail to the Mortgagee, details of such requests for cancellation, but in no event shall cancellation. as respects the interest of the Mortgagee. become effective before the date requested by the Insured or fifteen days after the mailing of such details. whichever is later. The Insurer reserves the right to suspend insurance, which shall include any insurance applying to the interest of the Mortgagee. on any Object in accordance with the inspection and Suspension Conditions of the policy, and the (nsurer agrees to furnish the Mortgagee. a copy of the suspension notice. l5. Premium. The premium payable for coverage is based on those Objects which are in use or connected ready for use at each location included at the inception date of the policy. A pro rata additional premium to the end of the policy period will be charged for any additional Objects located in new structures or structural additions. A pro rata return of premium will be made for Objects in a structure which is demolished. FORM 780014 Page 7 on . MACHINERY BREAKDOWN POLICY SECTION 11/ BUSINESS INTERRUPTION EXTRA EXPENSE INDEMNITY AGREEMENT Subject to the Exclusions, Conditions and Limitations in Section I - Physical Damage. this Section provides coverage for loss resulting from the necessary intenuption afthe Insured's business at the location described on the Declarations Page following an insured loss under Section I of this policy and shall not be limited by the expiration of the policy. MEASURE OF RECOVERY The Insurer agrees to indemnify the Insured for the necessary extra expense incurred by the Insured in order to continue as nearly as practicable the nonnal conduct of the Insured's business following an insured loss under Section I of this policy, as shall be required with the exercise of due diligence and dispatch to restore the normal operation of the Insured's business on the premises. AMOUNT OF INSURANCE The liability of the Insurer shall not exceed the limit Per Accident specified on the Declarations Page. DEFINITION Extra Expense means the necessary additional cost to conduct the Insured's business over and above the cost that nonnally would have been incurred to conduct the business during the same period had no insured loss occurred; such additional cost to include the expense of obtaining emergency expenses. In no event. however. shall the Insurer be liable for loss of income, nor for Extra Expense in excess of that necessary to continue as nearly as practicable the normal conduct of the Insured's business. nor the cost of repairing or replacing any propeny that has been damaged or destroyed by an insured loss, except such cost incurred for the purpose of reducing the total amount of Extra Expense; the Insurer's liability for such cost. however, shall not exceed the amount by which the total Extra Expense otherwise payable under this Coverage is reduced. Any salvage value of substitute or temporary equipment or property remaining after resumption ofnorrnal operations shall be taken into consideration in the adjustment of any loss hereunder. RESUMPTION OF OPERATIONS As soon as pral..1icable after any loss. the Insured shall resume complete or partial business operations and. insofar as practicable, reduce or dispense with such extra expenses as are being incurred. FORM 780033 (11;98) Page I 00 . EXCLUSIONS The Insurer shall not be liable under this Section for Llny business interruption or extra expense loss: I. for ilny time during which business would not or could not have been carried on if the Accident had not occurred; 2. rt..'Sulting from the tailure of the InsuTt;;'d to use due diligence and dispatch and all reasonable means in order to resume business; 3. due to finess or damages for breach of contract, for late or non-completion of orders, or for any penalties of whatever nature; 4. It: following an Accident. any lease. license or order is suspend, lapsed. or cancelled, the Insurer shall not be liable for payment for any Extra Expense occurring after the time when the nonnal operation of the Insured's business could have been resumed if said lease. license or order had not lapsed or had not been suspended or cancelled. EXTENSIONS OF COVERAGE I. Interruption by Civil Authority. This Section is extended to include all the actual loss as insured hereunder during the period of time, not exceeding two weeks, while access to the described premises is prohibited by order of civil authority, but only when such order is given as a direct result of damage to neighbouring premises by the occurrence of an Accident. 2. StrrVice Interruption. This Section is extended to cover loss resulting from the necessary interruption of Insured's business following an Accident to equipment not owned or operated by the (nsured which is used to supply steam, gas, air, water, refrigeration, electricity or telephone services to the premises of the Insured provided that: (a) the equipment is of a type which satisfies the Definition of Object; (b) the equipment is located within three hundred (300) metres of the premises of the Insured; (c) the equipment is owned by the building Owner at the premises of the Insured or by a Public Utility Company. GENERAL CONDITIONS AND LIMIT A TIONS I. Commencement of Liability. The commencement of the Insurer's liability under this Section shall be (i) the time of the Accident or (ii) twenty-four hour before the notice of Accident is received, whichever is later. If the Standard or Daylight Time in effect at the address to which a notice is sent is different from that in effect at the location where the Accident occurred, the time of the receipt of such notice, for the detennination of the Commencement of Liability shall be considered. on the basis of the time in effect where the Accident occurred. 2. Media Limitation. With respect to loss resulting from damage to or destruction of media for, or programming records pertaining to, electronic data processing or electronically controlled equipment, including data thereon. by the occurrence of an Accident, the length of time for which the Insurer shall be liable hereunder shall not exceed: (a) 30 consecutive calendar days, or (b) the length of time that would be required to rebuild, repair or replace such other property herein described as has been damaged or destroyed, whichever is the greater length of time. FORM 780033 (11/98) Page 2 of3 . DEDUCTIBLE CLAUSE Waiting Period. No liability shall exist under this Section tor any loss resulting from interruption of or interterence with business unless the detennined period of interruption, measured from the Commencement of Liability. exceeds 24 hours and then liability shaJl e",ist only tor such part of said loss that is incurred tor the detennined period of interruption in excess of the Waiting Period. Deductible. Each claim for loss under this Section resulting from an Accident shall be adjusted separately and from the amount of each such adjusted claim shall be deducted the amount specified on the Declarations Page. FORM 780033 (11/98) Page 3 of 3 . THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CARE FULL Y. TERRORISM EXCLUSION ENDORSEMENT This endorsement modifies the coverage provided in those forms shown on tbe "DKlarations Page" under the Boller heading. I. This policy does not insure loss or damage caused directly or indirectly, in whole or in part, by "terrorism" or by any activity or decision of a government agency or other entity to prevent. respond to or tenninate "terrorism". regardless of any other cause or event that contributes concurrently or in any sequence to such loss or damage. 2. The Insurer shall not be liable for "Extra Expenses", loss of "Business Income", loss of "Rental Income", loss of "Gross Profit", loss of "Gross Earnings", loss of "Gross Rentals", loss of "Gross Rent and Rental Value" or any other loss attributable to the interruption of business. provided such coverage is currently included in the policy to which this endorsement is attached, resulting from loss or damage caused directly or indirectly, in whole or in part, by "terrorism" or by any activity or decision of a government agency or other entity to prevent. respond to or terminate "terrorism", regardless of any other cause or event that contributes concurrently or in any sequence to such loss or damage. 3. The following detinition is added: Wherever used in this endorsement, or wherever used in any other endorsement or in any policy to which this endorsement is applicable, "terrorism" means an ideologically motivated unlawful act or acts, including but not limited to the use of violence or force or threat of violence or force omitted by or on behalf of any group{s), organization(s) or govemment(s) for the purpose of influencing any government and/or instilling fear in the public or a section of the public. All other tenns and conditions remain unchanged. 2002CB (0112002) Page I of 1 . ELECTRONIC DATE RECOGNITION EXCLUSION APPLICABLE TO EQUIPMENT BREAKDOWN FORM THIS FORM DOES NOT APPLY: To loss caused by or resulting from: a) the ability, failure or malfunction of any electronic equipment, mi<.TOChip. integrated circuit, operating system, software. or other similar device or product to correctly read, recognize, save, process or interpret any date or time; or b) the assessment, modification, repair or replacement of any electronic equipment, microchip. integrated circuit, operating system. software, or other similar device or product due to its ability to correctly read, rec:ognize. save, process or interpret any date or time. However loss that ensues solely from an Accident to any other insured Object is covered. All other lenns and conditions of the Form remain unchanged. 2000CB (Rev.03/99) Page I of I .", . 11 AVIVA THIS ENDORSEMENT CHANGES THE POllCY. PLEASE READ IT CAREFULLY. FUNGI and FUNGAL DERIVATIVES EXCLUSION ENDORSEMENT This endorsement modifies the coverage provided in those forms shown on the uDedarations Page" under the Boiler heading. 1. This policy does not insure: (<1) loss or damage consisting of or caused directly or indirectly, in whole or in part, by any fungi or spores unless such fungi or spores are directly caused. by or directly result from an Acddent otherwise insured and not otherwise excluded by this policy; (b) the cost or expense for any testing.. monitoring,. evaluating or assessing of fungi, or spores. 2 The Insurer shall not be liable for "Extra Expense", loss of "Business Incomell; loss of "Rental Income", loss of "Gross Profit", loss of "Gross Earnings"; loss of "Gross Rentals", loss of "Gross Rent and Rental Value" or any other loss attributable to any interruption of business; provided such coverage is currently included in the policy to which this endorsement is attached.. resulting from loss or damage consisting of or caused directly or indirectly, in whole or in part.. by any fungi or spores unless such fungi or spores are directly caused by or directly result from an Acddent otherwise insured and not otherwise excluded by this policy. 3. The definition of Hazardous Substances is deleted in its entirety and replaced with the following: A Hazardous Substance is: (a) any substance declared by a Governmental Agency to be hazardous to health or the environment, (b) any Fungi or Spores. 4. The following definitions are added Wherever used in this endorsement, or wherever used in any other endorsement or in any policy to which this endorsement is applicable, the following terms shall mean (a) "Fungi" includes, but is not limited to, any form or type of mould, yeast,. mushroom or mildew whether or not allergenic, pathogenic or toxigenic, and any substance, vapour or gas produced by, emitted from or arising out of any "Fungi" or "Spores" or resultant mycotoxins, allergeruo, or pathogens. (b) "Spores" includes, but is not limited to, any reproductive particle or microscopic fragment produced by, emitted from or arising out of any "fungi". All other terms and conditions remain unchanged.. 1999CB(O:1f.!OO3) Paget ofl Insurer: Aviva Insurance Company of Canada Policy Number: MASTE-1045B .lnSured: Garritano Bros. Ltd. and Endorsement Number: 1 The Corporation of the Municipality of Clarington COURSE OF CONSTRUCTION TESTING ENDORSEMENT Coverage of Mechanical and/or Electrical Breakdown It is hereby understood that this policy is extended to include direct physical loss or damage caused by electrical and/or mechanical breakdown during testing, subject to the following: 1) without the prior consent of the Insurer(s), such testing operations shall be limited to a period of eight (8) weeks or until completion of such operation or until acceptance of the plant, whichever occurs first; 2) said testing operations may be carried out for the entire plant or to individual components at different times. Subject to the above term limitation applying to each such component; 3) used and/or altered equipment is specifically excluded from coverage under this endorsement whether loss or damage due to testing operations is limited to such used and/or altered equipment or not. 4) Deductible per occurrence - As Shown on Declaration Page. Attached to and forming part of the policy indicated above. Except as provided herein all other terms and conditions of the policy remain unchanged. BROKER: MASTERS INSURANCE LIMITED MASTERS I AVI-B1- Testing & Commissioning Endorsement Page 1 of 1 . -' .WS~ Workplace Safety & ~ InsuranceBoaro 200 FRONT STREET WEST CSPAAT- CommissWiidelaskurill' TORONTO ONTARIO proiessionnelle et de l'assurance , oontrelesaa:identsdub'avail M5V 3J1 (416) 344-1012 . Clearance Certificate Certificat de decharge CONTRACTOR L 'ENTREPRENEUR The Workplace Safety and Insurance Board (WSIB) hereby waives its rights under Section 141 of the Workplace Safety and Insurance Act to hold the Principal~ that is in a contractual agreement with the Contractor named, liable for any Section 141 liability of the Contractor for premiums and levies of the WSIB owing now or within 60 days from the date of this Certificate GARRITANO BROS LTD 881 NELSON ST OSHAWA L1H 5N7 ON Par la presentel la Commission de la securite professionnelle at I'assurance contre les accidents du travail (CSPAATj renonce aux droits qui iui sont conferes en vertu de I'article 141 de /a Lai sur la securiMprofessionnelle et "assurance contre Jes accidents du travail at qui J'autorisent a tenir "entrepreneur principal, qui a signa una entente contractualle avec I 'entrepreneur dont Ie nom figuresur Ie present certifiest, responsable du paiement de tout prime ou de toute Somme que I'entrepreneur est tenu de verser a la CSPAAT immediatement au dans les 60 jours suivant la date indiquee sur ee certifieat. THIS CERTIFICATE IS VALID FOR ALL CONTRACTS OF THE NAMED CONTRACTOR DURING THE EFFECTIVE PERIOD LE PRESENT CERTIFICAT EST VALIDE POUR TOUS LES CONTRATS PASSES PAR LEDIT ENTREPRENEUR PENDANT LA PERIODE D 'APPLICATION DU CERTIFICAT Valid ~ when signed by an authOl'izecl Officer of tha WSIB. Non vliliileslII'Is 1/1 signature d'un lIf/Mtt /lUtorlse de III CSPAAT. Rate 1 Taux Description Rate 1 T/lUx Account No. I N" de compte Firm No. I fVO d'entrepri~ 1724762 240206P 4021099 INDUSTRIAL CONSTRU Contract Description I Descdption du contrllt Certificate No. I IV" de certificat 203123473 Contact the WSIB if you question the validity of this dOcument. Veuillez Commllniquer /lVttC III CSPAA T si VOIlS doutez de 1/1 validit6 du present doclJfT1ent. 0190e (07/99) t~ Ontario ~::.::.". Tho Occu':::::::: :.:;;,o'!:'s.fe'Y Act ~~ 5151 0 : Thea. wing Notice of Project is given pursuant to the Regulations for Construction Projects, made thereunder. Print or type in BLOCK CAPITALS and. hard (you are making 3 copies), . SEE MAILING AND OTHER INSTRUCTIONS ON THE FRONT PAGE OF THIS FORM Constructor Name <:;A;r2(UiA\jO Address 881 N3~ ~"'- ~ L--1D street- . ~- B/oLtz.- (MCCR) ~os.fl Code /...!.J-ft-SNr 5717- 2GB2- W.S.J.B. Rate Group Project Information (Attach map if necessary) Street Name & No. fSo klNt.. Aue. ~ T ~~ u.l 2..7 C< County CL.Art.I~ T<oN Project Telephone No. t~od') T.g.n. Description of Project O:::>NS"fJ2l.qIOu OF- NW Lr~ &1 JdIY_ > Please k available at the project all Registration of Constructors and Employers Engaged in Construction Forms (# toOO) for all employers of workers on the project. Owner of Project Name Telephone No. Area Code T~ (C(. ~ ,J The- /'JUnK!, 02-~- 3'S7'1 Anticipated number of workers on project: 01-5 ~-19 020-49 Address to, Residential Buildina o Single Family Housing (incl. detached, semj~detached homes/cottages) - (4011) Indicate the category which best describes the Project, Select ONE choice only, Services o Hydroelectric Power Plants & related structures (except trans- mission lines) includes dams. hydroelectric power, hydro- electric generating station (4123) o Cable (4124) o Hydro (4124) o Gas(4124) o Telephone (4124) DElee. Towers/Trans. Lines (4124) o Water/Sewer (4122) o Pipeline (4113) DWell Drillin9 (4212) o Moving of a building/structure (4499) List all designated .ubstances and h..ardooo phy.kal agents that may be used, handled o. dis,",bed by wo.k on the p'ojec'. ISee Section 30 of the OHS Act.1 o Asbestos 0 Arsenic 0 Ethylene Oxide 0 lead 0 Silica 0 Vinyl Chloride o Acrylonitrile 0 Benzene 0 Isocyanates 0 Mercury 0 Coke Oven Emissions 0 X-Ray o Apartment and Other Multiple Housing (inel. apartments, condos & townhouses) _ (4012) o High-Rise (4 storeys & above) o Low Rise (3 storeys & less) Road o Highway & Road Construction (4121) o Asphalt Pavlt19 (4216) o Bridge (4121) BuildinQs o Commercial (402:1) o Industrial (402 1) ts: Institutional (4023) Additional CateQories o Shaft (4127) o Tunnel (4126) o Subway (4129) o Caisson (4221) {specify number} o 50 and over 'io TeMpe;~ s1r~ Province Postal Gode L1...<. - 3'-% o Demolition 0 Repair or Restoration Additional CateQories ICont.) o Cofferdam (412B) o Excavation - G-adng (4214) o Railway (4129) o Mar... (4129) o Asbestos Removal - Type 3 (4211) o Mining Plant (4119) o Shipbuilding (3271) II II If a diving operation is at this project, please complete the Notice for Diving Operations Form. (#0069) If a tunnel {including boring. augering or jacking) shaft, caisson or cofferdam is to be constructed at this Project. please complete the Notice for Tunnels, Shafts. Caissons and Cofferdams. (# 0068) II For trenching, use of cranes to lift workers (sect. 153.1(11)), dismantling of multi.point suspended scaffolds, window cleaning and type 1 or type 2 asbestos removal operations. telephone the MOL office nearest the project to notify the Ministry and to obtain your Notification Number. III' Project Start Date Project End Date .. D ontl'l Dav Month Estimated Total Cost of labour 2..1. OS 0 and Materials for the Project: C{;';-t cw" ~ v~ti- o~,oJ Signature 0 $ Canary . .- ~ TRAVELERSJ . Travelers Guarantee Company of Canada 20 Queen Street West, Suite 300 P.O. Box #6 Toronto, Ontario Canada M5H 3R3 www.travelersguarantee.com Standard Construction Document PERFORMANCE BOND eeDe 221 - 2002 No. 90015500 Bond Amount $2.444.700.00 GARRITANO BROS. LTD. as Principal, hereinafter called the Principal, and TRAVELERS GUARANTEE COMPANY OF CANADA a corporation created and existing under the laws of CANADA and duly authorized to transact the business of Suretyship in CANADA as Surety, hereinafter called the Surety, are held and firmly bound unto THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON as Obligee, hereinafter called the Obiigee, in the amount of TWO MILLION. FOUR HUNDRED AND FORTY FOUR THOUSAND. SEVEN HUNDRED AND------00/1oo Dollars ($2.444.700.oo) lawful money of Canada, for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, the Principal has entered into a written contract with the Obligee, dated ~ day of APRIL, in the year 2008 for CL2008-7 CONSTRUCTION OF NEWCASTLE BRANCH LIBRARY hereinafter referred to as the Contract. The condition of this obligation is such that if the Principal shall promptly and faithfully perform the Contract then this obligation shall be null and void; otherwise it shall remain in full force and effect. Whenever the Principal shall be, and declared by the Obligee to be, in default under the Contract, the Obligee having performed the Obligee's obligations thereunder, the Surety shall promptly: 1) remedy the default, or; 2) complete the Contract in accordance with its terms and conditions or; 3) obtain a bid or bids for submission to the Obligee for completing the Contract in accordance with its terms and conditions and upon determination by the Obligee and the Surety of the lowest responsible bidder, arrange for a contract between such bidder and the Obligee and make available as work progresses (even though there should be a default, or a succession of defaults, under the contract or contracts of completion, arranged under this paragraph) sufficient funds to pay to complete the Principal's obligations in accordance with the terms and conditions of the Contract and to pay those expenses incurred by the Obligee as a result of the Principal's default relating directly to the performance of the work under the Contract, less the balance of the Contract price; but not exceeding the Bond Amount. The balance of the Contract price is the total amount payable by the Obligee to the Principal under the Contract, less the amount properly paid by the Obligee to the Principal, or; 4) pay the Obiigee the lesser of (1) the Bond Amount or (2) the Obligee's proposed cost of completion, less the balance of Contract price. It is a condition of this bond that any suit or action must be commenced before the expiration of two (2) years trom the earlier of (1) the date of Substantial Performance of the Contract as defined in the lien legislation where the work under the Contract is taking place, or, if no such definition exists, the date when the work is ready for use or is being used for the purpose intended, or (2) the date on which the Principal is deciared in default by the Obligee. The Surety shall not be liable for a greater sum than the Bond Amount. No right of action shall accrue on this Bond, to or for the use of, any person or cor ation other than the Obligee named herein, or the heirs, executors, administrators or successors of the Obligee. Principal IN WITNESS WHEREOF, the Principal and the Surety have Signed and Sealed this 0 SIGNED and SEALE~ :> " _ in the presence of ~ -.C!elWl&l,"t- w-.seture v.f- Name of person signing TRAVELERS GUARANTEE COMPANY OF CANADA KoA ALI?o. Surety i . A1I\1J~" . Signature KAREN RAMSEY, Attorney-in-Fact Name 01 persen signing Copyright 2002 Canadian Construction Documents Committee [s[sD[s (CCDC 221 - 2002 has been approved by the Surety Association 01 Canada) TRAVELERS] . Travelers Guarantee Company of Canada 20 Queen Street West, Suite 300 P.O. Box #6 Toronto, Ontario Canada M5H 3R3 www.travelersguarantee.com Standard Construction Document eeDe 222 - 2002 LABOUR & MATERIAL PAYMENT BOND (Trustee Form) No. 90015500 Bond Amount $2.444.700.00 GARRITANO BROS. lTD. as Principal, hereinafter called the Principal, and TRAVELERS GUARANTEE COMPANY OF CANADA a corporation created and existing under the laws of CANADA and duly authorized to transact the business of Suretyship in CANADA as Surety, hereinafter called the Surety, are held and firmly bound unto THE CORPORATION OP'THE MUNICIPALITY OF ClARINGTON as Obiigee, hereinafter called the Obligee, in the amount of TWO MilliON. FOUR HUNDRED AND FORTY FOUR THOUSAND. SEVEN HUNDRED AND -00/100 Dollars ($2.444.700.00) lawful money of Canada, for the payment of which sum the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, the Principal has entered into a written contract with the Obiigee, dated!! day of APRIL,in the year W!! for CL2008-7 CONSTRUCTION OF NEWCASTLE BRANCH LIBRARY in accordance with the Contract Documents submitted, and which are by reference made part hereof and are hereinafter referred to as the Contract. The Condition of this obiigation is such that, if the Principal shall make payment to all Claimants for all labour and material used or reasonabiy required for use in the performance of the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 1. A Claimant for the purpose of this Bond is defined as one having a direct contract with the Principal for labour, material, or both, used or reasonably required for use in the performance of the Contract, labour and material being construed to include that part of water, gas, power, iight, heat, oil, gasoline, telephone service or rental equipment directly applicable to the Contract provided that a person, firm or corporation who rents equipment to the Principal to be used in the performance of the Contract under a contract which provides that all or any part of the rent is to be applied towards the purchase price thereof, shall only be a Claimant to the extent of the prevaiiing industrial rental value of such equipment for the period during which the equipment was used in the performance of the Contract. The prevailing industrial rental value of equipment shall be determined, insofar as it is practical to do so, by the prevailing rates in the equipment marketplace in which the work is taking place. 2. The Principal and the Surety, hereby jointly and severally agree with the Obligee, as Trustee, that every Claimant who has not been paid as provided for under the terms of its contract with the Principal, before the expiration of a period of ninety (90) days after the date on which the last of such Claimant's work or labour was done or performed or materials were furnished by such Claimant, may as a beneficiary of the trust herein provided for, sue on this Bond, prosecute the suit to final judgment for such sum or sums as may be justly due to such Claimant under the terms of its contract wilh the Principal and have execution thereon. Provided that the Obiigee is not obiiged to do or take any act, action or proceeding against the Surety on behalf of the Claimants, or any of them, to enforce the provisions of this Bond. If any act, action or proceeding is taken either in the name of the Obiigee or by joining the Obiigee as a party to such proceeding, then such act, action or proceeding, shall be taken on the understanding and basis that the Claimants, or any of them, who take such act, action or proceeding shall indemnify and save harmless the Obligee against all costs, charges and expenses or iiabilities incurred thereon and any loss or damage resulting to the Obligee by reason thereof. Provided still further that, subject to the foregoing terms and conditions, the Claimants, or any of them may use the name of the Obligee to sue on and enforce the provisions of this Bond. 3. It is a condition precedent to the iiability of the Surety under this Bond that such Claimant shall have given written notice as hereinafter set forth to each of the Principal, the Surety and the Obiigee, stating with substantial accuracy the amount ciaimed, and that such Claimant shall have brought suit or action in accordance with this Bond, as set out in sub-clauses 3 (b) and 3 (c) below, Accordingly, no suit or action shall be commenced hereunder by any Claimant: a) unless such notice shall be served by mailing the same by registered mail to the Principal, the Surety and the Obligee, at any place where an office is regularly maintained for the transaction of business by such persons or served in any manner in which legal process may be served in the Province or Territory in which the subject matter of the Contract is located. Such notice shall be given. i) in respect of any claim for the amount or any portion thereof, required to be held back from the Claimant by the Principal, under either the terms of the Claimant's contract with the Principal, or under the lien legislation appiicable to the Claimant's contract with the Principal, whichever is the greater, within one hundred and twenty (120) days after such Claimantshou1tl-. have been paid in full under the Claimant's contract with the Principal: ii) in respect of any claim other than for the holdback, or portion thereof, referred to above, within one hundred and twenty (120) days after the date upon which such Claimant did, or performed, the last of the work or labour or furnished the last of the materials for which such claim is made under the Claimant's contract with the Principal: b) after the expiration of one (1) year following the date on which the Principal ceased work on the Contract, including work performed under the guarantees provided in the Contract: c) other than in a Court of competent jurisdiction in the Province or Territory in which the work described in the Contract is to be installed or delivered as the case may be and not elsewhere, and the parties hereto agree to submit to the jurisdiction of such Court. 4. The Surety agrees not to take advantage of Article 2365 of the Civil Code of the Province of Quebec in the event that, by an act or an omission of a Claimant, the Surety can no longer be subrogated in the rights, hypothec and priviieges of said Claimant. 5. . material change in the contract between the Principal and the Obligee shall not prejudice the rights or interest of any Claimant under this Bond, who is not instrumental in bringing about or has not caused such change. 6. The amount of this Bond shall be reduced by, and to the extent of any payment or payments made in good faith, and in accordance with the provisions hereof, inclusive of the payment by the Surety of claims made under the applicable lien legislation or legislation relating to legal hypothecs, whether or not such claim is presented under and against this Bond. 7. The Surely shall not be liable for a greater sum than the Bond Amount. -- , in the year 2008. IN WITNESS WHEREOF, the Principal and the Surely have Signed and Sealed this Bo SIGNED and SEALED ~'" in the presence of r Principal C {e~-t tArn t;:;;b v./ Name of person signing TRAVELERS GUARANTEE COMPANY OF CANADA Surety ~. J-mM~ Signature KAREN RAMSEY, Attorney-in-Fact Name of person signmg [s[sD[s Copyright 2002 Canadian Construction Documents Committee (CCDC 222 - 2002 has been approved by the Surety Association of Canada) <..---"'-.,.,...-- ~/ . ARTICLE A-4 CONTRACT PRICE 4.1 The Contract Price, which excludes Value Added Taxes, is: Two million, fonr hundred and forty fonr thousand, seven hundred .................................................................................................... ............. dollars and ..................zero .................................. cents. (G.S.T.) 4.2 Value Added Taxes (oL.5....%) payable by the Owner to the Contractor are: One hundred and twenty two thousand, two hundred and thirty five ............. dollars and ..................zero .................................. cents. 4.3 Total amount payable by the Owner to the Contractor for the construction of the Work is: Two million, five hundred and sixty six thousand,.. nine hundred and thirty five ........dollars and ..................zero ............................ cents. 4.4 All amounts are in Canadian funds. 4.5 These amounts shall be subject to adjustments as provided in the Contract Documents. ceDe 2 - 1994 File 00502 $ 2,444,700.00 $ 122.235.00 $ 2,566,935.00 3 . ARTICLE A-5 PAYMENT 5.1 Subject to the provisions of the Contract Documents, and in accordance with legislation and statutory regulations respecting holdback percentages and, where such legislation or regulations do not exist or apply, subject to a holdback of ....,......ten, . "percent ( 10% ) the Owner shall in Canadian funds; .1 make progress payments to the Contractor on account of the Contract Price when due in the amount certified by the Consultant together with such Value Added Taxes as may be applicable to such payment, and .2 upon Substantial Performance of the Work, pay to the Contractor the unpaid balance of the holdback amount when due together with such Value Added Taxes as may be applicable to such payment, and .3 upon the issuance of the final certificate for payment, pay to the Contractor the unpaid balance of the Contract Price when due together with such Value Added Taxes as may be applicable to such payment. 5.2 In the event ofloss or damage where payment becomes due under the property and boiler insurance policies, payments shall be made to the Contractor in accordance with the provisions of GC 11.1 - INSURANCE. 5.3 Interest .1 Should either party fail to make payments as they become due under the terms of the Contract or in an award by arbitration or court, interest at." ",zero ". . percent ( 0% ) per annum above the bank rate on such unpaid amounts shall also become due and payable until payment. Such interest shall be compounded on a monthly basis. The bank rate shall be the rate established by the Bank of Canada as the minimum rate at which the Bank of Canada makes short term advances to the chartered banks. .2 Interest shall apply at the rate and in the manner prescribed by paragraph 5.3.1 of this Article on the amount of any claim settled pursuant to Part 8 of the General Conditions - DISPUTE RESOLUTION from the date the amount would have been due and payable under the Contract, had it not been in dispute, until the date it is paid. CCDC 2 - 1994 File 00502 4 ~ -ARTICLE A-6 RECEIPT OF AND ADDRESSES FOR NOTICES 6.1 Notices in writing between the parties or between them and the Consultant shall be considered to have been received by the addressee on the date of delivery if delivered to the individual, or to a member of the fInn, or to an officer of the corporation for whom they are intended by hand or by registered post; or if sent by regular post, to have been delivered within 5 Working Days of the date of mailing when addressed as follows: The Owner at .... .............40 Temperance Street street and number and postal box number if applicable .........................................Bowmanvllle, Ontario, LIC 3A6 post offlCe or district. province, pos~a! c:ofe ................................................................................................................................... < ............:,.._..:-:-.. - ~ . The Contractor at.. ............881 Nelson Street - ::-- .....................................................................- street and number and postal box numuer 1fqpp!'~~b!~ . - ............Oshawa, Ontario, LIH 5N7 post office or district. province. postal code The Consultant at ...............4 Cataraqui Street, Suite 206 street and number and postal box number if applicable ..................Kingston, Outario, K7K lZ7 post office or district, province. postal code ........................................................................................ AR:rtCLl~..A-7 "L~UAGE OF THE CONTRACT i.1 .\V~ the Co~ct Documents are prepared in both the English and French languages, it is agreed that in the e"~nr of '!I1y:)"pparent discrepancy between the English and French versions, the EuglishiFfeHeh* language '." '. shall Pf:y-;i!f. . * Complete this statement by striking out inapplicable term. 7.2 This Agreement is drawn in English at the request of the parties hereto. La pn!sente convention est r"dig"e en anglais ilIa demande des parties. ARTICLE A-8 SUCCESSION 8.1 The Contract Documents are to be read into and form part form this Agreement and the whole shall constitute the Contract between the parties, and subject to the law and the provisions of the Contract Documents shall ensure to the benefIt of and be binding upon the parties hereto, their respective heirs, legal representatives, successors. and assigns. eeDe 2 - 1994 File 00502 5 . In witness whereof the parties hereto have executed this Agreement and by the hands of their duly aUthorize' representatives. SIGNED AND DELIVERED in the presence of: OWNER The Corporation of the Municipality of Clarington............................ ...... ......................... ........ name of owner -. WITNESS ~ - signature Patti Barrie, Clerk ..................................................... name and title of person signing name a tie of person signing signature Cle~k ~41r1~O V./ [~7OJ WITNESS name and title of person signing . ;;~~~~.d.~.....~.....;~<...~~~ff.....:" signature name and title of person signing /.~. ......~~....~.~!."!:'.~.j<lr.,:~~.:<:....... name and title of person signing - N.H. Where legal jurisdiction, local practice, or Owner or Contractor requirement calls for: (a) proof of authority to execute this document, attach such proof of authority in the form of a certified copy of a resolution naming the representative(s) authorized to sign the Agreement for and on behalf of the corporation or partnership; or (b) the affixing of a corporate seal, this Agreement should be properly sealed. CCDC 2 - 1994 File 00502 6 . Standard Construction Document. CCIX' 2 . 1994 DEFINITIONS The following Defmitions shall apply to all Contract Documents. 1. Contract The Contracl is the undertaking by the parties to perform their respective duties. responsibilities. and obligations as prescribed in the Contract Documents and represents the entire agreement between the parties. 2. Contract Documents The Contract Documents consist of those documents listed in Article A-3 of the Agreement - CONTRACT DOCUMENTS and amendments agreed upon between the parties. J. Owner The Owner is the person or entity identified as such in the Agreement. The term Owner means the Owner or the Owners authorized agent or representative as designated to the Contractor in writing. but does not include the Consultanl. 4. Contractor The Contractor is the person or entity identified as such in the Agreement. The term Contractor means the Contractar or the Contractors authorized representative as designated to the Owner in writing. 5. Subcontractor A Subcontractor is a person or entity having a direct contract with the Contractor to perform a part or parts of the Work. or to supply Products worked to a special design for the Work. 6. Supplier A Supplier is a person or entity having a direct contract with the Contractor to supply Products not worked to a special design for the Work. 7. Con.ultant The Consultant is the person or entity identified as such in the Agreement. The Consultant is the Architect. the Engineer. or entity licensed to practice in the province or territory of the Place of the Work. The term Consultant means the Consultant or the Consultant's authorized representative. 8. Project The Pr~iect means the total construction contemplated of which the Work may be the whole or a part. 9. Work The Work means the total construction and related services required by the Contract Documents. 10. Place of the Work The Place of the Work is the designated site or location of the Work identified in Article A-I of the Agreement - THE WORK. 11. Product Product or Products means materiaL machinery. equipment. and fixtures forming the Work. but does not include machinery and equipment used to prepare. fabricate. convey. or erect the Work. which are referred to as construction machinery and equipment. 12. Provide Provide means to supply and install. CCDC 2 . 1994 Fite 00602 7 . 13. Contract Price The Contract Price is the amount stipulated in Article A-4 of the Agreement - CONTRACT PRICE. 14. Contract Time The Contract Time is the time stipulated in paragraph 1.3 of Article A-I of the Agreement - THE WORK from commencement of the Work to Substantial Performance of the Work. 15. Working Day Working Day means a day other than a Saturday, Sunday. or a holiday which is observed by the construction industry in the area of the Place of the Work. 16. Supplemental Instruction A Supplemental Instruction is an instruction, not involving adjustment in the Contract Price or Contract Time. in the fonn of specifications, drawings, schedules, samples, models or written instructions, consistent with the intent of the Contract Documents. It is to be issued by the Consultant to supplement the Contract Documents as required for the perfonnance of the Work. 17. Change Order A Change Order is a written amendment to the Contract prepared by the Consultant and signed by the Owner and the Contractor stating their agreement opon: a change in the Work; the method of adjustment or the amount of the adjusttnent in the Contract Price, if any; and the extent of the adjustment in the Contract Time, if any. 18. Change Directive A Change Directive is a written instruction prepared by the Consultant and signed by the Owner directing a change in the Work within the general scope of the Contract Documents. 19. Suhstantial Perfonnance of the Work Substantial Performance of the Work is as defined in the lien legislation applicable to the Place of the Work. If such legislation is not in force or does not contain such definition, Substantial Performance of the Work shaH have been reached when the Work is ready for use or is being used for the purpose intended and is so certified by the Consultant. 20. Value Added Taxes Value Added Taxes means such sum as shaH be levied upon the Contract Price by the Federal or any Provincial Government and is computed as a percentage of the Contract Price and includes the Goods and Services Tax, the Quebec Sales Tax and any similar tax, the payment or coHection of which is by the legislation imposing such tax an obligation of the Contractor. CCDC 2 . 1994 File 00602 8 . Standard Construction Document - ceDe 2 - 1994 GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT PART I GENERAL PROVISIONS GC 1.1 CONTRACT DOCUMENTS 1.1.1 The intent of the Contract Documents is to include the labour. Products, and services necessary for the performance of the Work by the Contractor in accordance with these documents. It is not intended. however. that the Contractor shall supply products or perform work not consistent with. not covered by. or not properly inferable from the Contract Documents. 1.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between: .1 the Owner and a Subcontractor, a Supplier, or their agent, employee, or other person performing any of the Work. .2 the Consultant and the Contractor, a Subcontractor, a Supplier, or their agent, employee, or other person performing any of the Work. 1.1.3 The Contract Documents are complementary. and what is required by anyone shall be as binding as.if required by all. 1.1.4 Words and abbreviations which have well known technical or trade meanings are used in the Contract Documents in accordance with such recognized meanings. 1.1.5 Referencesin the Contract Documents to the singnlar shall be considered to include the plural as the context requires. 1.1.6 The specifications are that portion of the Contract Documents, wherever located and whenever issued, consisting of the written requirements and standards for Products, systems. workmanship, and the services necessary for the performance of the Work. 1.1. 7 The drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design. location, and dimensions of the Work, generally including plans. elevations, sections, details, schedules, and diagrams. 1.1.8 Neither the organization of the specifications into divisions, sections, and parts nor the arrangement of drawings shall control the Contractor in dividing the work among Subcontractors and Suppliers or in establishing the extent of the work to be performed by a trade. 1.1.9 If there is a conflict within Contract Documents: .1 the order of priority of documents, from highest to lowest, shall be . the Agreement between the Owner and the Contractor, . the Defmitions, . Supplementary Conditions. . the General Conditions, . Division 1 of the specifications. . Divisions 2 throngh 16 of the. specifications, . material and finishing schedules, . drawings. ceDe 2. 1994 File 00712 9 . .2 drawings of larger scale shall govern over those of smaller scale of the same date. .1 dimensions shown on drawings shall govern over dimensions scaled from drawings. .4 later dated documents shall govern over earlier documents of the same type. 1.1.10 The Owner shall provide the Contractor, without charge, sufficient copies of the Contract Documents to perform the Work. 1.1.11 Specifications, drawings, models, and copies thereof furnished by the Consultant are and shall remain the Consultant's property, with the exception of the signed Contract sets, which shall belong to each party to the Contract. All specifications, drawings, and models furnished by the Consultant are to be used only with respect to the Work and are not to be used on other wode. These specifications, drawings, and models are not to be copied or altered in any manner without the written authorization of the Consultant. 1.1.12 Models furnished by the Contractor at the Owner's expense are the property of the Owner. GC 1,2 LAW OF THE CONTRACT 1.2.1 The law of the Place of the Work shall govern the interpretation of the Contract. GC 1.3 RIGHTS AND REMEDIES 1.3.1 Except as e,,-pressly provided in the Contract Documents, the duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder shall be in addition to and not a limitation of any duties, obligations, rights, and remedies otherwiseimposed or available by law. 1.3.2 No action or failure to act by the Owner, Consultant, or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitnte an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. GC 1.4 ASSIGNMENT 1.4.1 Neither party to the Contract shall assign the Contract or a portion thereof without the written consent of the otller. which consent shall not be unreasonably withheld. PART 2 ADMINISTRATION OF THE CONTRACT GC 2.1 AUTHORITY OF THE CONSULTANT 2.1.1 The Consultant will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written agreement as provided in paragraph 2,1.2. 2.1.2 The duties, responsibilities, and limitations of authority of the Consultant as set forth in the Contract Documents shall be modified or extended only with the written consent of the Owner, the Contractor, and the Consultant. 2.1.3 If the Consultant's employment is terminated, the Owner shall immediately appoint or reappoint a Consultant against whom the Contractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former Consultant. ceDe 2 - 1994 File ()(J712 10 . GC 2.2 ROLE OF THE CONSULTANT 2.2.1 The Consultant will provide administration of the Contract as described in the Contract Documents during construction until issuance of the final certificate for payment. and subject to GC 2.1 - AUTHORITY OF THE CONSULTANT and with the Owner's concurrence. from time to time until the completion of any correction of defects as provided in paragraph 12.3.3 of GC 12.3 - WARRANTY. 2.2.2 The Consultant will visit the Place of the Work at intervals appropriate to the progress of construction to become familiar with the progress and quality of the work and to determine if the Work is proceeding in general conformity with the Contract Documents. 2.2.3 If the Owner and the Consultant agree, the Consultant will provide at the Place of the Work. one or more project representatives to assist in carrying out the Consultant's responsibilities. The duties. responsibilities. and limitations of authority of such project representatives shall be as set forth in writing to the Contractor. 2.2.4 Based on the Consultant's observations and evaluation of the Contractors applications for payment. the Consultant will determine the amounts owing to the Contractor under the Contract and will issue certificates for payment as provided in Article A-5 of the Agreement - PAYMENT. GC 5.3 - PROGRESS PAYMENT. and GC 5.7 - FINAL PAYMENT. 2.2.5 The Consultant will not be responsible for and will not have control. charge. or supervision of construction means, methods, techniques, sequences, or procedures. or for safety precautions and programs required in connection with the Work in accordance with the applicable construction safety legislation, other regulations. or general construction practice. The Consultant will not be responsible for the Contractors failure to carry out the Work in accordance with the Contract Documents. The Consultant will not have control over. charge of, or be responsible for the acts or omissions of the Contractor. Subcontractors. Suppliers. or their agents. employees, or any other persons performing ponions of the Work. 2.2.6 The Consultant will be, in the first instance, the interpreter of the requirements of the Contract Documents and shall make findings as to the performance thereunder by both parties to the Contract. except with respect to GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER. Interpretations and findings of the Consultant shall be consistent with the intent of the Contract Documents. When making such interpretations and fmdings the Consultant will not show partiality to either the Owner or the Contractor. 2.2.7 Claims, disputes, and other matters in question relating to the performance of the Work or the interpretation of the Contract Documents, except for GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER, shall be referred initially to the Consultant by notice in writing given to the Consultant and to the other party for the Consultant's interpretation and finding which will be given by notice in writing to the parties within a reasonable time. 2.2.8 The Consultant will have authority to reject work which in the Consultant's opinion does not conform to the requirements of the Contract Documents. Whenever the Consultant considers it necessary or advisable. the Consultant will have authority to require inspection or testing of work. whether or not such work is fabricated, installed. or completed. However, neither the authority of the Consultant to act nor any decision either to exercise or not to exercise such authority shall give rise to any duty or responsibility of the. Consultant to the Contractor, Subcontractors, Suppliers, or their agents, employees. or other persons performing any of the Work. 2.2.9 During the progress of the Work the Consultant will furnish Supplemental Instructions to the Contractor with reasonable promptness or in accordance with a schedule for such instructions agreed to by the Consultant and the Contractor. 2.2.10 The Consultant will review and take appropriate action upon such Contractors submittals as shop drawings. Product data, and samples. as provided in the Contract Documents. CCDC 2 . 1994 File 00712 II . 2.2.11 The Consultant will prepare Change Orders and Change Directives as provided in GC 6.2 - CHANGE ORDER and GC 6.3 - CHANGE DIRECTIVE. 2.2.12 The Consultant will conduct reviews of the Work to determine the date of Subslantial Performance of the Work as provided in GC 5.4 - SUBSTANTIAL PERFORMANCE OF THE WORK. 2.2.13 All certificates issued by the Consultant shall be to the best of the Consultant's knowledge, information, and belief. By issuing any certificate, the Consultant does not gnarantee the Work is correct or complete. 2.2.14 The Consultant will receive and review written warranties and related documents required by the Contract and provided by the Contractor and will forward such warranties and documents to the Owner for the Owner's acceptance. GC 2,3 REVIEW AND INSPECTION OF THE WORK 2.3.1 The Owner and the Consultant shall have access to the Work at all times. The Contractor shall provide snfficienl. safe, and proper facilities at all times for the review of the Work by the Consultant and the inspection of the Work by authorized agencies. If parts of the Work are in preparation at locations other than the Place of the Work, the Owner and the Consultant shall be given access to such work whenever it is in progress. 2,3.2 If work is designated for tests, inspections, or approvals in the Contract Documents, or by the Consultant's instructions, or the laws or ordinances of the Place of the Work, the Conlractor shall give the Consultant reasonable notice of when the work will be ready for review and inspection. The Contractor shall arrange for and shall give the Consultant reasonable notice of the date and time of inspections by other authorities. 2,3.3 The Contractor shall fumish promptly to the Consultant two copies of certificates and inspection reports relating to the Work. 2.3.4 If the Contractor covers, or permits to be covered, work that has been designated for special tests, inspections, or approvals before such special tests, inspections, or approvals are made, given or completed, the Contractor shall. if so directed, uncover such work, have the inspections or tests satisfactorily completed, and make good covering work at the Contractor's expense, 2.3.5 The Consultant may order any portion or portions of the Work to be examined to confirm that such work is in accordance with the requirements of the Contract Documents. If the work is not in accordance with the requirements of the Contract Documents, the Con/roctor shall correct the work and pay the cost of examination and correction. If the work is in accordance with the requirements of the Contract Documen/s, the Owner shall pay the cost of examination and restoration, GC 2.4 DEFECTIVE WORK 2.4, I The Contractor shall promptly remove from the Place of the Work and replace orre-execute defective work that has been r~iected by the Consultant as failing to conform to the Contract Documents whether or not the defective work has been incorporated in the Work and whether or not the defect is the result of poor workmanship. use of defective products. or damage through carelessness or other act or omission of the Contractor. 2.4.2 The Contractor shall make good promptly other contractors' work destroyed or damaged by such removals or replacements at the Contractor's expense. 2.4.3 If in the opinion of the Consultant it is not expedient to correct defective work or work not performed as provided in the Contract Documents, the Owner may deduct from the amount otherwise due to the Contractor the difference in value between the work as performed and that called for by the Contract ceDe 2 - 1994 File 00712 12 . Documents. If the Owner and the Contractor do not agree on the difference in value. they shall refer the matter to the Consultant for a determination. PART 3 EXECUTION OF THE WORK GC 3.1 CONTROL OF THE WORK 3. I. I The Contractor shall have total control of the Work and shall effectively direct and supervise the Work SO as to ensure conformity with the Contract Documents. 3.1.2 The Contractor shall be solely responsible for construction means. methods. techniques. sequences. and procedures and for co-ordinating the various parts of the Work under the Contract. GC 3.2 CONSTRUCTION BY OWNER OR OTHER CONTRACTORS 3.2.1 The Owner reserves the right to award separate contracts in connection with other parts of the Proiect to other contractors and to perform work with own forces. 3.2.2 When separate contracts are awarded for other parts of the Project. or when work is performed by the Owner's own forces. the Owner shall: . I provide for the co-ordination of the activities and work of other contractors and Owner's own forces with the Work of the Contract; .2 assume overall responsibility for compliance with the applicable health and construction safety legislation at the Place of the Work; .3 enter into separate contracts with other contractors under conditions of contract which are compatible with the conditions of the Contract; .4 ensure that insurance coverage is provided to the same requirements as are called for in GC I I. I _ INSURANCE and co-ordinate such insurance with the insurance coverage of the Contractor as it affects the Work; and .5 take all reasonable precautions to avoid labour disputes or other disputes on the Proiect arising from the work of other contractors or the Owner's own forces. 3.2.3 When separate contracts are awarded for other parts of the Project. or when work is performed by the Owner's own forces, the Contractor shall: .1 afford the Owner and other contractors reasonable opportunity to introduce and store their products and use their construction machinery and equipment to execute their work; .2 co-ordinate and schedule the Work with the work of other contractors and Owner's own forces and connect as specified or shown in the Contract Documents; .3 participate with other contractors and the Owner in reviewing their construction schedules when directed to do so; and ,4 where part of the Work is affected by or depends upon for its proper execution the work of other contractors or Owner's own forces, promptly report to the Consultant in writing and prior to proceeding with that part of the Work, any apparent deficiencies in such work. Failure by the Contractor to so CCDe 2 . 1994 File 00712 13 . report shall invalidate any claims against the Owner by reason of the deficiencies in the work of other contractors or Owner's own forces except those deficiencies not then reasonably discoverable. '1.2.4 Where a change in the Work is required as a result of the co-ordination and connection of the work of other contractors or Owner's own forces with the Work, the changes shall be authorized and valued as provided in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE. :1.2.5 Claims, disputes, and other matters in question between the Contractor and other contractors shall be dealt with as provided in Part 8 of the General Conditions - DISPUTE RESOLUTION provided the other contractors have reciprocal obligations. The Contractor shall be deemed to have consented to arbitration of any dispute with any other contractor whose contract with the Owners contains a similar agreement to arbitrate. GC 3.3 TEMPORARY SUPPORTS, STRUCTURES, AND FACILITIES 3.3.1 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance, and removal of temporary supports, structures, and facilities and the design and execution of construction methods required in their use. 3.3.2 The Contractor shall engage and pay for registered professional engineering personnel skilled in the appropriate disciplines to perform those functions referred to in paragraph 3.3.1 where required by law or by the Con/rae/ Documen/s and in all cases where such temporary supports, structures, and facilities and their method of construction are of such a nature that professional engineering skill is required to produce safe and satisfactory results. 3.3.3 Notwithstanding the provisions of GC 3.1 - CONTROL OF THE WORK, paragraph 3.3. L and paragraph 3.3.2 or provisions to the contrary elsewhere in the Contract Documents where such Contract Documents include designs for temporary supports, structures, and facilities or specify a method of construction in whole or in part. such facilities and methods shall be considered to be part of the design of the Work and the Con/ractor shall not be held responsible for that part of the design or the speCified method of construction. The Contractor shall, however, be responsible for the execution of such design or specified method of construction in the same marmer as for the execution of the Work. GC 3.4 DOCUMENT REVIEW 3.4. I The Contractor shall review the Contract Documents and shall report promptly to the Consultant any error, inconsistency, or omission the Contractor may discover. Such review by the Contractor shall be to the best of the Contrac/ors knowledge. information. and belief and in making such review the Contractor does not assume any responsibility to the Owner or the Consultant for the accuracy of the review. The Contractor shall not be liable for damage or costs resulting from such errors, inconsistencies. or omissions in the Contract Documents, which the Contractor did not discover. If the Contractor does discover any error, inconsistency, or omission in the Contract Documen/s, the Contractor shall not proceed with the work affected until the Contractor has received corrected or missing infoml3tion from the Consultant. GC 3,5 CONSTRUCTION SCHEDULE 3.5.1 The Contractor shall: .1 prepare and submit to the Owner and the Consultant prior to the first application for payment, a construction schedule that indicates the timing of the major activities of the Work and provides sufficient detail of the critical events and their inter-relationship to demonstrate the Work will be performed in conformity with the Contract Time; CCDC 2 . 1994 File 00712 14 . .2 monitor the progress of the Work relative to the construction schedule and update the schedule on a monthly basis or as stipulated by the Contract Documents; and .3 advise the Consultant of any revisions required to the schedule as the result of extensions of the Contract Time as provided in Part 6 of the General Conditions - CHANGES IN THE WORK. GC 3.6 CONSTRUCTION SAFETY 3.6.1 Subject to paragraph 3.2.2.2 of GC 3.2 . CONSlRUCfION BY OWNER OR OTHER CONTRACTORS. the Contractor shall be solely responsible for construction safety at the Place of the Work and for compllancewith the rules, regulations, and practices required by the applicable construction health and safety legislation and shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Work. GC 3.7 SUPERVISOR 3.7.1 The Contractor shall employ a competent supervisor and necessary assistants who shall be in attendance at the Place of the Work while work is being performed. The supervisor shall not be changed except for valid reason. 3.7.2 The supervisor shall represent the Contractor at the Place of the Work and notices and instructions given to the supervisor by the Consultant shall be held to have been received by the Contractor. GC 3.8 SUBCONTRACTORS AND SUPPLIERS 3.8.1 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to work to be performed under subcontract, and shall: . I enter into contracts or written agreements with Subcontractors and Suppliers to require them to perform their work as provided in the Contract Documents; .2 incorporate the terms and conditions of the Contract Documents into all contracts or written agreements with Subcontractors and Suppliers; and .3 be as fully responsible to the Owner for acts and omissions of Subcontractors, Suppliers, and of persons directly or indirectly employed by them as for acts and omissions of persons directly employed by the Contractor. 3.8.2 The Contractor shall indicate in writing, at the request of the Owner. those Subcontractors or Suppliers whose bids have been received by the Contractor which the Contractor would be prepared to accept for the performance of a portion of the Work. Should the Owner not object before signing the Contracr, the Contractor shall employ those Subcontractors or Suppliers SO identified by the Contractor in writing for the performance of that ponion of the Work to which their bid applies. 3.8.3 The Owner may. for reasonable cause. at any time before the Owner has signed the Conrract. object to the use of a proposed Subcontractor or Supplier and require the Contractor to employ one of the other subcontract bidders. 3.8.4 If the Owner requires the Contractor to change a proposed Subcontracror or Supplier, the Contract Price and Contract TIme shall be adjusted by the differences occasioned by such required change. 3.8.5 The Contractor shall not be required to employ as a Subcontractor or Supplier. a person or firm to whom the Contractor may reasonably object. ceDe 2 - 1994 File 00712 15 . 3.8.6 The Owner, through the Consultant, may provide to a Subcontractor or Supplier information as to the percentage of the Subcontractor's or Suppliers work which has been certified for payment. GC 3,9 LABOUR AND PRODUCTS 3.9.1 The Contractor shall provide and pay for labour, Products, tools, construction machinery and equipment, water, heat, light, power, transportation, and other facilities and services necessary for the performance of the Work in accordance with the Contract. 3.9.2 Products provided shall be new. Products which are not specified shall be of a quality consistent with those specified and their use acceptable to the Consultant. 3.9.3 The Contractor shall maintain good order and discipline among the Contractor's employees engaged on the Work and shall not employ on the Work anyone not skilled in the tasks assigned. GC 3.10 DOCUMENTS AT THE SITE 3.10.1 The Contractor shall keep one copy of current Contract Documents, submittals, reports, and records of meetings at the Place oj the Work, in good order and available to the Owner and the Consultant. GC 3,11 SHOP DRAWINGS 3.11.1 Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, Product, and other data which the Contractor provides to illustrate details of a portion of the Work. 3.11.2 The Contractor shall provide shop drawings as described in the Contract Documents or as the Consultant may reasonably request. 3.11.3 The Contractor shall review all shop drawings prior to submission to the Consultant. The Contractor represents by this review that: the Contractor has determined and verified all field measurements and field construction conditions, or will do so; Product requirements; catalogne numbers; and similar data and that the Contractor has checked and co-ordinated each shop drawing with the requirements of the Work and of the Contract Documents. The Contractor shall confirm this review of each shop drawing by stamp, date, and signature of the person responsible. At the time of submission the Contractor shall notify the Consultant in writing of any deviations in the shop drawings from the requirements of the Contract Documents. 3.11.4 The Contractor shall submit shop drawings to the Consultant to review in orderly sequence and sufficiently in advance so as to cause no delay in the Work or in the work of other contractors. Upon request of the Contractor or the Consultant. they jointly shall prepare a schedule of the dates for submission and return of shop drawings. Shop drawings which require approval of any legally constituted authority having jurisdiction shall be submitted to such authority by the Contractor for approval. 3.11.5 The Contractor shall submit shop drawings in the form specified or as the Consultant may direct. The Consultant will review and return shop drawings in accordance with the schedule agreed upon, or otherwise with reasonable promptness so as to cause no delay. The Consultant's review is for conformity to the design concept and for general arrangement only. The Consultant's review shall not relieve the Contractor of responsibility for errors or omissions in the shop drawings or for meeting all requirements of the Contract Documents unless the Consultant expressly notes the acceptance of a deviation on the shop drawings. 3.11.6 Upon the Consultant's request, the Contractor shall revise and resubmit shop drawings which the Consultant r~iects as inconsistent with the Contract Documents unless otherwise directed by the Consultant. The ceDe 2 - 1994 File 00712 16 .c Contractor shall notify the Consultant in writing of any revisions to the resubmission other tllan those requested by the Consultant. GC 3.12 USE OF THE WORK 3.12. I The Contractor shall confine construction machinery and equipment. storage of Products. and operations of employees to limits indicated by laws. ordinances. permits. or the Contract Documents and shall not unreasonably encumber the Work with Products. 3.12.2 The Contractor shall not load or permit to be loaded any part of the Work with a weight or force that will endanger the safety of the Work. GC 3.13 CUTTING AND REMEDIAL WORK 3.13. I The Contractor shall do the cutting and remedial work required to make the several parts of the Work come together properly. 3.13.2 The Contractor shall co-ordinate the Work to ensure that this requirement is kept to a minimum. 3.13.3 Shonld the Owner. the Consultant. other contractors or anyone employed by them be responsible for ill- timed work necessitating CUlling or remedial work to be performed. the cost of such cutting or remedial work shall be valued as provided in GC 6.1 - CHANGES. GC 6.2 - CHANGE ORDER. and GC 6.3 _ CHANGE DIRECTIVE. 3.13.4 Cutting and remedial work shall be performed by specialists familiar with the Products affected and shall be performed in a manner to neither damage nor endanger the Work. GC 3.14 CLEANUP 3.14. I The Cantractor shall maintain the Work in a tidy condition and free from the accumulation of waste products and debris. other than that caused by the Owner. other contractors or their employees. 3.14.2 The Contractor shall remove waste products and debris. other than that resulting from the work of the Owner. other contractors or their employees. and shall leave the Work clean and suitable for occupancy by the Owner before attainment of Substantial Performance of the Work. The Contractor shall remove products, tools. construction machinery. and equipment not required for the performance of the remaining work. 3. t4.3 Prior to application for the final certificate for payment, the Contractor shall remove products. tools. construction machinery and equipment, and waste products and debris. other than that resulting from the work of the Owner. other contractors or their employees. 17 PART 4 ALLOWANCES GC 4.1 CASH ALLOWANCES 4. I. I The Contract Price includes cash allowances stated in the Contract Documents, which allowances shall be expended as the Owner directs through the Consultant. 4.1.2 Cash allowances cover the net cost to the Contractor of services. Products, construction machinery and equipment, freight, unloading. handling, storage, installation, and other authorized expenses incurred in CCDC 2 . 1994 File 00712 . performing the work stipulated under the cash allowances but do not include any Value Added Taxes payable by the Owner to the Contractor. 4.1.3 The Contract Price, and not the cash allowances, includes the Contractor's overhead and profit in connection with such cash allowances. 4.1.4 Where costs under a cash allowance exceed the amount of the allowance, the Contractor shall be compensated for any excess incurred and substantiated plus an amount for overhead and profit as set out in the Contract Documents. 4.1.5 The Contract Price shall be adjusted by Change Order to provide for any difference between the actual cost and each cash allowance. 4.1.6 The value of the work performed under a cash allowance is eligible to be included in progresS payments. 4.1.7 The Contractor and the Consultant shall jointly prepare a schedule that shows when the Consultant and Owner must authorize ordering of items called for nuder cash allowances to avoid delaying the progress of the Work. GC 4.2 CONTINGENCY ALLOWANCE 4.2.1 The Contract Price includes the contingency allowance, if any, stated in the Contract Documents. 4.2.2 Expenditures under the contingency allowance shall be authorized and valued as provided in GC 6.1 - CHANGES. GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE. 4.2.3 The Contract Price shall be adjusted by Change Order to provide for any difference between the expenditures authorized under paragraph 4.2.2 and the contingency allowance. PART 5 PAYMENT GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER 5.1.1 The Owner shall, at the request of the Contractor, prior to execution of the Agreement, and/or promptly from time to time thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. 5.1:2 The Owner shall notify the Contractor in writing of any material change in the Owner's financial arrangements during the performance of the Contract. GC 5.2 APPLICATIONS FOR PROGRESS PAYMENT 5.2.1 Applications for payment on account as provided in Article A-5 of the Agreement - PAYMENT may be made monthly as the Work progresses. 5.2.2 Applications for payment shall be dated the last day of the agreed monthly payment period and the amount claimed shall be for the value, proportionate to the amount of the Contract, of work performed and Products delivered to the Place of the Work at that date. 5.2.3 The Contractor shall submit to the Consultant, at least 14 days before the fust application for payment, a schedule of values for the parts of the Work, aggregating the total amount of the Contract Price, so as to facilitate evaluation of applications for payment 18 eeDe 2 . 1994 File 00712 . 5.2.4 The schedule of values shall be made out in such fonn and supponed by such evidence as the Consultant may reasonably direct and when accepted by the Consultant, shall be used as the basis for applications fur payment, unless it is found to be in error. 5.2.5 The Contractor shall include a statement based on the schedule of values with each application for payment. 5.2.6 Claims for Products delivered to the Place of the Work but not yet incorporated into the Work shall be supponed by such evidence as the Consultant may reasonably require to establish the value and delivery of the Products. GC 5,3 PROGRESS PAYMENT 5.3.1 The Consultant will issue to the Owner, no laterthan 10 days after the receipt of an application for payment from the Contractor submitted in accordance with GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT, a cenificate for payment in the amount applied for or in such other amount as the Consultant determines to be properly due. If the Consultant amends the application, the Consultant will promptly notify the Contractor in writing giving reasons for the amendment. 5.3.2 The Owner shall make paymenlto the Contractor on account as provided in Anicle A-5 of the Agreement- PAYMENT no later than 5 days after the date of a cenificate for payment issued by the Consultant. GC 5.4 SUBSTANTIAL PERFORMANCE OF THE WORK 5.4.1 When the Contractor considers that the Work is substantially performed, or if permitted by the lien legislation applicable to the Place of the Work a designated ponion thereof which the Owner agrees to accept separately is substantially perfonned, the Contractor shall prepare and submit to the Consultant a comprehensive list of items to be completed or corrected and apply for a review by the Consultant to establish Substantial Performance of the Work or substantial perfonnance of the designated ponion of the Work. Failure to include an item on the list does not alter the responsibility of the Contractor to complete the Contract. 5.4.2 No later than 10 days after the receipt of the Contractor's list and application, the Consultant will review the Work to verify the validity of the application, and no later than 7 days after completing the review, will notify the Contractor whether the Work or the designated ponion of the Work is substantially perfonned. 5.4.3 The Consultant shall state the date of Substantial Performance of the Work or designated ponion of the Work in a cenificate. 5.4.4 Immediately following the issuance of the certificate of Substantial Performance o{ the Work, the Contractor, in consultation with the Consultant, will establish a reasonable date for finishing the Work. GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK 5.5.1 After the issuance of the cenificate of Substantial Per{ormance o{ the Work, the Contractor shall: .1 submit an application for payment of the holdback amount. .2 submit a sworn statement that all accounts for labour, subcontracts, Products, construction machinery and equipment, and other indebtedness which may have been incurred by the Contractor in the Substantial Performance o{the Work and for which the Owner might in any way be held responsible have been paid in full, except for amounts properly retained as a holdback or as an identified amount in dispute. CCDe 2 - 1994 F;J.00712 19 . 5.5.2 After the receipt of an application for payment from the Contractor and the sworn statement as provided in paragraph 5.5. L the Consultant will issue a certificate for payment of the holdback amount. 5.5.3 Where the holdback amount has not been placed in a separate holdback account, the Owner shall, 10 days prior to the expiry of the holdback period stipulated in the lien legislation applicable to the Place of the Work, place the holdback amount in a bank account in the joint names of the Owner and the Contractor. 5.5.4 The holdback amount authorized by the certificate for payment of the hoidback amount is due and payable on the day following the expiration of the holdback period stipulated in the lien legislation applicable to the Place of the Work. Where lien legislation does not exist or apply, the holdback amount shall be due and payable in accordance with other legislation, industry practice, or provisions which may be agreed to between the parties. The Owner may retain out of the holdback amount any sums required by law to satisfy any liens against the Work or, if permitted by the lien legislation applicable to the Place of the Work, other third party monetary claims against the Contractor which are enforceable against the Owner. GC 5,6 PROGRESSIVE RELEASE OF HOLDBACK 5.6.1 Where legislation permits and where, upon application by the Contractor, the Consultant has certified that the work of a Subcontractor or Supplier has been performed prior to Substantial Performance oftbe Work, the Owner shall pay the Contractor the holdback amount retained for such subcontract work, or the Products supplied by such Supplier, on the day following the expiration of the holdback period for such work stipulated in the lien legislation applicable to the Place of the Work. 5.6.2 Notwithstanding the provisions of the preceding paragraph, and notwithstanding the wording of such certificates, the Contractor shall ensure that such subcontract work or Products is protected pending the issuance of a final certificate for payment and be responsible for the correction of defects or work not performed regardless of whether or not such was apparent when such certificates were issued. GC 5,7 FINAL PAYMENT 5.7.1 When the Contractor considers that the Work is completed, the Contractor shall submit an application for final payment. 5.7.2 The Consultant will, no later than 10 days after the receipt of an application from the Contractor for final payment. review the Work to verify the validity of the application. The Consultant will, no later than 7 days after reviewing the Work, notify the Contractor that the application is valid or give reasons why it is not valid. 5.7.3 When the Consultant finds the Contractor's application for final payment valid, the Consultant will issue a final certificate for payment. 5.7.4 Subject to the provision of paragraph \0.4.1 of GC 10.4 - WORKERS' COMPENSATION, and any lien legislation applicable to the Place of the Work, the Owner shall, no later than 5 days after the issuance of a final certificate for payment, pay the Contractor as provided in Article A-5 of the Agreement - PAYMENT GC 5,8 WITHHOLDING OF PAYMENT 5.8.1 If because of climatic or other conditions reasonably beyond the control of the Contractor, there are items of work that cannot be performed, payment in full for that portion of the Work which has been performed as certified by the Consultant shall not be withheld or delayed by the Owner on account thereof, but the Owner may withhold, until the remaining portion of the Work is fmished, only such an amount that the Consultant determines is sufficient and reasonable to cover the cost of performing such remaining work. 20 ceDe 2 - 1994 File 00712 ~C 5.9 NON-CONFORMING WORK 5.9.1 No payment by the Owner under the Contract nor partial or entire use or occupancy of the Work by the Owner shall constitute an acceptance of any portion of the Work or Products which are not in accordance with the requirements of the Controct Documents. PART 6 CHANGES IN THE WORK GC 6.1 CHANGES 6.1.1 The Owner. through the Consultant, without invalidating the Contract, may make changes in the Work consisting of additions. deletions, or other revisions to the Work by Change Order or Change Directive. 6.1.2 The Contractor shall not perform a change in \he Work without a Change Order or a Change Directive. GC 6.2 CHANGE ORDER 6.2.1 When a change in the Work is proposed or required, the Consultant shall provide a notice describing the proposed change in the Work to the Contractor. The Contractor shall present. in a form acceptable to the Consultant, a method of adjustment or an amount of adjustment for the Contract Price. if any, and the adjustment in the Contract Time, if any, for the proposed change in the Work. 6.2.2 When the Owner and Contractor agree to the adjustments in the Contract Price and Contract Time or to the method to be used to determine the adjustments, such agreement shall be effective immediately and shall be recorded in a Change Order. signed by Owner and Contractor. The value of the work performed as the result of a Change Order shall be included in applications for progress payment. GC 6.3 CHANGE DIRECTIVE 6.3.1 If the Owner requires the Contractor to proceed with a change in the Work prior to the Owner and the Contractor agreeing upon the adjustment in Contract Price and Contract Time. the Owner, through the Consultant, shall issue a Change Directive. 6.3.2 Upon receipt of a Change Directive, the Contractor shall proceed promptly with the change in the Work. The adjnstment in the Contract Price for a change carried out by way of a Change Directive shall be determined on the basis of the cost of expenditures and savings to perform the work attributable to the change. If a change in the Work results in a net increase in the Contract Price, an allowance for overhead and profit shall be included. 6.3.3 If a change in the Work results in a net decrease in the Contract Price, the amount of the credit shall be the net cost, without deduction for overhead or profit. When both additions and deletions covering related work or substitutions are involved in a change in the Work. the allowance for overhead and profit shall be calculated on the basis of the net increase. if any, with respect to that change in the Work. 6.3.4 The Contractor shall keep and present, in such form as the Consultant may require, an itemized accounting of the cost of expenditures and savings referred to in paragraph 6.3.2 together with supporting data. The cost of performing the work attributable to the Change Directive shall be limited to the actual cost of all of the following: .1 wages and benefits paid for labour in the direct employ of the Contractor under applicable collective bargaining agreements, or under a salary or wage schedule agreed upon by the Owner and Contractor; ceDe 2 - t994 Fite 00712 21 2 salaries, wages, and benefits of the Contractor's office personnel engaged in a technical capacity' other personnel at shops or on the road, engaged in expediting the production or transportation of materials or equipment: } contributions, assessments, or taxes incurred for such items as unemployment insurance, provincial health insurance, workers' compensation, and Canada or Quebec Pension Plan, insofar as such cost is based on wages, salaries, or other remuneration paid to employees of the Contractor and included in the cost of the work as provided in paragraphs 6.3.4.1 and 6.3.4.2; .4 travel and subsistence expenses of the Contractor's personnel described in paragraphs 6.3.4.1 and 6}.4.2; .5 the cost of all Products including cost of transportation thereof; .6 the cost of materials, supplies, equipment, temporary services and facilities, and hand tools not owned by the workers, including transportation and maintenance thereof. which are consumed; and cost less salvage value on such items used but not consumed, which remain the property of the Contractor; .7 rental cost of all tools, machinery, and equipment, exclusive of hand tools, whether rented from or provided by the Contractor or others, including installation, minor repairs and replacements, dismantling, removal, transportation and delivery cost thereof; .8 deposits lost; .9 the amounts of all subcontracts; .10 the cost of quality assurance such as independent inspection and testing services; .11 charges levied by authorities having jurisdiction at the Place of the Work; .12 royalties, patent license fees, and damages for infringement of patents and cost of defending suits therefor subject always to the Contractor's obligations to indemnify the Owner as provided in paragraph 10.3.1 of GC 10.3 - PATENT FEES; .13 any adjustment in premiums for all bonds and insurance which the Contractor is required, by the Contract Documents, to purchase and maintain; .14 any adjustment in taxes and duties for which the Contractor is liable; .15 charges for long distance telephone and facsimile communications, courier services, expressage, and petty cash items incurred; .16 the cost of removal and disposal of waste products and debris; .17 cost incurred due to emergencies affecting the safety of persons or property; 6.3.5 Pending determination of the final amount of a Change Directive, the undisputed value of the work performed as the result of a Change Directive is eligible to be included in progress payments. 6.3.6 If the Owner and Contractor do not agree on the proposed adjustment in the Contract Time or the method of determining it. the adjustment shall be referred to the Consultant for determination. 6.3.7 If at any time after the start of the work directed by a Change Directive, the Owner and the Contractor reach agreement on the adjustment to the Controct Price and to the Contract Time, this agreement shall be recorded in a Change Order signed by Owner and Contractor. ceDe 2 - 1994 File 00712 22 .- GC 6.4 CONCEALED OR UNKNOWN CONDITIONS 6,4.1 If the Owner or the Contractor discover conditions at the Place of the Work which are: . I subsurface or otherwise concealed physical conditions which existed before the commencement of the Work which differ materially from those indicated in the Contract Documents; or .2 physical conditions of a nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents: then the observing party shall notify the other party in writing before conditions are disturbed and in no event later than 5 Working Days after first observance of the conditions. 6.4.2 The Consultant will promptly investigate such conditions and make a finding. If the finding is that the conditions differ materially and this would cause an increase or decrease in the Contractor's cost or time to perform the Work. the Consultant. with the Owner's approval, shall issue appropriate instructions for a change in the Work as provided in GC 6.2 - CHANGE ORDER or GC 6.3 - CHANGE DIRECTIVE. 6.4.3 If the Consultant fmds that the conditions at the Place of the Work are not materially different or that no change in the Contract Price or the Contract Time is justified. the Consultant shall report the reasons for this finding to the Owner and the Contractor in writing. GC 6.5 DELAYS 6.5.1 If the Contractor is delayed in the performance of the Work by an action or omission of the Owner, Consultant. or anyone employed or engaged by them directly or indirectly, contrary to the provisions of the Contract Documents. then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay. 6.5.2 If the Contractor is delayed in the performance of the Work by a stop work order issued by a court or other public authority and providing that such order was not issued as the result of an act or fault of the Contractor or any person employed or engaged by the Contractor directly or indirectly. then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay. 6.5.3 If the Contractor is delayed in the performance of the Work by labour disputes. strikes. lock-outs (including lock-outs decreed or recommended for its members by a recognized contractors' association. of which the Contractor is a member or to which the Contractor is otherwise bound). fire. unusual delay by common carriers or unavoidable casualties, or without limit to any of the foregoing, by a cause beyond the Contractor's control, then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The extension of time shall not be less than the time lost as the result of the event causing the delay, unless the Contractor agrees to a shorter extension. The Contractor shall not be entitled to payment for costs incurred by such delays unless such delays result from actions by the Owner. 6.5.4 No extension shall be made for delay unless notice in writing of claim is given to the Consultant not later than 10 Working Days after the commencement of delay. providing however, that in the case of a continuing cause of delay only one notice of claim shall be necessary. 6.5.5 If no schedule is made under paragraph 2.2.9 of GC 2.2 - ROLE OF THE CONSULTANT, no claim for delay shall be allowed because of failure of the Consultant to furnish instructions until 10 Working Days after demand for such instructions has been made and not then, unless the claim is reasonable. CeDe:2 . 1994 File 00712 23 PART 7 DEFAULT NOTICE .. GC 7.1 OWNER'S RIGHT TO PERFORM THE WORK, STOP THE WORK, OR TERMINATE THE CONTRACT 7.1.1 If the Contractor should be adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the Contractor's insolvency, or if a receiver is appointed because of the Contractor's insolvency, the Owner may, without prejudice to any other right or remedy the Owner may have. by giving the Contractor or receiver or trustee in bankruptcy notice in writing, terminate the Contract. 7.1.2 If the Contractor should neglect to prosecute the Work properly or otherwise fails to comply with the requirements of the Contract to a substantial degree and if the Consultant has given a written statement to the Owner and Contractor that sufficient cause exists to justify such action, the Owner may, without prejudice to any other right or remedy the Owner may have. notify the Contractor in writing that the Contractor is in default of the Contractor's contractual obligations and instruct the Contractor to correct the default in the 5 Working Days immediately following the receipt of such notice. 7.1.3 If the default cannot be corrected in the 5 Working Days specified, the Contractor shall be in compliance with the Owner's instructions if the Contractor: .1 commences the correction of the default within the specified time, and .2 provides the Owner with an acceptable schedule for such correction, and .3 corrects the default in accordance with such schedule. 7.1.4 If the Contractor fails to correct the default in the time specified or subsequently agreed upon, without prejudice to any other right or remedy the Owner may have, the Owner may: .1 correct such default and deduct the cost thereof from any payment then or thereafter due the Contractor provided the Consultant has certified such cost to the Owner and the Contractor, or .2 terminate the Contractor's right to continue with the Work in whole or in part or terminate the Contract. 7.1.5 If the Owner terminates the Contractor's right to continue with the Work as provided in paragraphs 7. I. I and 7.1.4, the Owner shall be entitled to: .1 take possession of the Work and Products; utilize the construction machinery and equipment; subject to the rights of third parties, finish the Work by whatever method the Owner may consider expedient, but without undue delay or expense, and .2 withhold further payment to the Contractor until a final certificate for payment is issued, and .3 charge the Contractor the amount by which the full cost of finishing the Work as certified by the Consultant, including compensation to the Consultant for the Consultant's additional services and a reasonable allowance as determined by the Consultant to cover the cost of corrections to work performed by the Contractor that may be required under GC 12.3 - WARRANTY. exceeds the unpaid balance of the Contract Price; however, if such cost of finishing the Work is less than the unpaid balance of the Contract Price, the Owner shall pay the Contractor the difference, and .4 on expiry of the warranty period, charge the Contractor the amount by which the cost of corrections to the Contractor's work under GC 12.3 - WARRANTY exceeds the allowance provided for such corrections, or if the cost of such corrections is less than the allowance, pay the Contractor the difference. CCDC 2 - 1994 File 00712 24 .. 7.1.6 The Contractors obligation under the Contract as to quality. correction, and warranty of the work performed by the Contractor up to the time of tennination shall continue in force after such termination. GC 7.2 CONTRACTOR'S RIGHT TO STOP THE WORK OR TERMINATE THE CONTRACT 7.2.1 If the Owner should be adjudged bankrupt. or makes a general assignment for the benefit of creditors because of the Owner's insolvency, or if a receiver is appointed because of the Owner's insolvency, the Contractor may, without prejudice to any other right or remedy the Contractor may have, by giving the Owner or receiver or trustee in bankruptcy notice in writing, terminate the Contract. 7.2.2 If the Work should be stopped or otherwise delayed for a period of 30 days or more under an order of a court or other public authority and providing that such order was not issued as the result of an act or fault of the Contractor orof anyone directly or indirectly employed or engaged by the Contractor, the Contractor may, without pr"judice to any other right or remedy the Contractor may have, by giving the Owner notice in writing, terminate the Contract. 7.2.3 The Contractor may notify the Owner in writing, with a copy to the Consultant, that the Owner is in default of the Owner s contractual obligations if: .1 the Owner fails to furnish, when so requested by the Contractor, reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract, or .2 the Consultant fails to issue a certificate as provided in GC 5.3 PROGRESS PAYMENT, or .3 the Owner fails to pay the Contractor when due the amounts certified by the Consultant or awarded by arbitration or court, or .4 the Owner violates the requirements of the Contract to a substantial degree and the Consultant, except for GC 5.1. FINANCING INFORMATION REQUIRED OF THE OWNER, confirms by written statement to the Contractor that sufficient cause exists. 7.2.4 The Contractors notice in writing to the Owner provided under paragraph 7.2.3 shall advise that if the default is not corrected within 5 Working Days following the receipt of the notice in writing, the Contractor may, without prejudIce to any other right or remedy the Contractor may have, stop the Work or terminate the Contract. 7.2.5 If the Contractor terminates the Contract under the conditions set out above, the Contractor shall be entitled to be paid for all work performed including reasonable profit, for loss sustained upon Products and construction machinery and equipment, and such other damages as the Contractor may have sustained as a result of the tennination of the Contract. PART 8 DISPUTE RESOLUTION GC 8.1 AUTHORITY OF THE CONSULTANT 8.1.1 Differences between the parties to the Contract as to the interpretation, application or administration of the Contract or any failure to agree where agreement between the parties is called for, herein collectively called disputes, which are not resolved in the first instance by findings of the Consultant as provided in GC 2.2 . ROLE OF THE CONSULTANT, shall be settled in accordance with the requirements of Part 8 of the General Conditions. DISPUTE RESOLUTION. 8.1.2 If a dispute arises under the Contract in respect of a matter in which the Consultant has no authority Wider the Contract to make a finding, the procedures set out in paragraph 8.1.3 and paragraphs 8.2.3 to 8.2.8 of ceDe 2 - 1994 File 00712 25 GC 8.2 _ NEGOTIATION, MEDIATION, AND ARBITRATION, and in GC 8.3 - RETENTIONit' RIGHTS apply to that dispute with the necessary changes to detail as may be required. 8.1.3 If a dispute is not resolved promptly, the Consultant shall give such instructions as in the Consultant's opinion are necessary for the proper performance of the Work and to prevent delays pending settlement of the dispute. The parties shall act immediately according to such instructions, it being understood that by so doing neither party will jeopardize any claim the party may have. If it is subsequently determined that such instructions were in error or at variance with the Contract Documents. the Owner shall pay the Contractor costs incurred by the Contractor in carrying out such instructions which the Contractor was required to do beyond what the Contract Documents correctly understood and interpreted would have required, including costs resulting from interruption of the Work. GC 8.2 NEGOTIATION, MEDIATION, AND ARBITRATION 8.2.1 In accordance with the latest edition of the Rules for Mediation of CCDC 2 Construction Disputes, the parties shall appoint a Project Mediator . I within 30 days after the Contract was awarded, or .2 if the parties neglected to make an appointment within the 30 day period, within IS days after either party by notice in writing requests that the Project Mediator be appointed. 8.2.2 A party shall be conclusively deemed to have accepted a fmding of the Consultant under GC 2.2 - ROLE OF THE CONSULTANT and to have expressly waived and released the other party from any claims in respect of the particular matter dealt with in that finding unless, within I 5 Working Days after receipt of that fmding, the party sends a notice in writing of dispute to the other party and to the Consultant. which contains the particulars of the matterin dispute and the relevant provisions of the Contract Documents. The responding party shall send a notice in writing ofreply to the dispute within 10 Working Days after receipt of the notice of dispute setting out particulars of this response and any relevant provisions of the Contract Documents. 8.2.3 The parties shaH make all reasonable efforts to resolve their dispute by amicable negotiations and agree to provide, without prejudice, frank, candid and timely disclosure of relevant facts, information, and documents to facilitate these negotiations. 8.2.4 After a period of 10 Working Days following receipt of a responding party's notice in writing of reply under paragraph 8.2.2, the parties shall request the Project Mediator to assist the parties to reach agreement on any unresolved dispute. The mediated negotiations shall be conducted in accordance with the latest edition of the Rules for Mediation of CCDC 2 Construction Disputes. 8.2.5 If the dispute has not been resolved within 10 Working Days after the Project Mediator was requested under paragraph 8.2.4 or within such further period agreed by the parties, the Project Mediator shall terminate the mediated negotiations by giving notice in writing to both parties. 8.2.6 By giving a notice in writing to the other party. not later than 10 Working Days after the date of termination of the mediated negotiations under paragraph 8.2.5, either party may refer the dispute to be finally resolved by arlJitration under the latest edition of the Rules for Arbitration of CCDC 2 Construction Disputes. The arlJitration shall be conducted in the jurisdiction of the Place of the Work. 8.2.7 On expiration of the 10 Working Days, the arlJitration agreement under paragraph 8.2.6 is not binding on the parties and, if a notice is not given under paragraph 8.2.6 within the required time, the parties may refer the unresolved dispute to the courts or to any other form of dispute resolution, including arlJitration. which they have agreed to use. ccoc 2 - 1994 File 00712 26 -- 8.2.8 If neither party requires by notice in writing given within 10 Working Days of the date of notice requesting arbitration in paragraph 8.2.6 that a dispute be arbitrated immediately, all disputes referred to arbitration as provided in paragraph 8.2.6 shall be . I held in abeyance until (I) Substantial Performance of the Work, (2) the Contract has been tenninated, or (3) the Contractor has abandoned the Work, whichever is earlier, and .2 consolidated into a single arbitration under the rules goveruing the arbitration under paragraph 8.2.6. GC 8.3 RETENTION OF RIGHTS 8.3.1 It is agreed that no act by either party shall be construed as a renunciation or waiver of any rights or recourses, provided the party has given the notices required under Part 8 of the General Conditions _ DISPUTE RESOLUTION and has carried out the instructions as provided in paragraph 8.1.3. 8.3.2 Nothing in Part 8 of the General Conditions - DISPUTE RESOLUTION shall be construed in any way to limit a party from asserting any statutory right to a lien under applicable lien legislation of the jurisdiction of the Place of the Work and the assertion of such right by initiating judicial proceedings is not to be construed as a waiver of any right that party may have under paragraph 8.2.6 to proceed by way of arbitration to adjudicate the merits of the claim upon which such a lien is based. PART 9 PROTECTION OF PERSONS AND PROPERTY GC 9.1 PROTECTION OF WORK AND PROPERTY 9.1.1 The Contractor shall protect the. Work and the Owner's property and property adjacent to the Place o{the Work from damage which may arise as the result of the Contractor's operations under the Contract, and shall be responsible for such damage, except damage which occurs as the result of: .1 errors in the Contract Documents; .2 acts or omissions by the Owner, the Consultant, other contractors, their agents and employees. 9.1.2 Should the Contractor in the perfonnance of the Contract damage the Work, the Owner's property, or property aC!jacentto the Place of the Work, the Contractor shall be responsible for the making good such damage at the Contractor's expense. 9.1.3 Should damage occur to the Work or Owner's property for which the Contractor is not responsible, as provided in paragraph 9.1.1, the Contractor shall make good such damage to the Work and, if the Owner so directs, to the Owner's property. The Contract Price and Contract Time shall be ac!iusted as provided in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE. GC 9.2 DAMAGES AND MUTUAL RESPONSIBILITY 9.2.1 If either party to the Contract should suffer damage in any manner because of any wrongful act or neglect of the other party or of anyone for whom the other party is responsible in law, then that party shall be reimbursed by the other party for such damage. The reimbursing party shall be subrogated to the rights of the other party in respect of such wrongful act or neglect if it be that of a third party. ceDe 2 - 1994 File 00712 27 9.2.2 Claims for damage under paragraph 9.2.1 shall be made in writing to the party liable within reasonable~ after the first observance of such damage and if undisputed shall be confirmed by Change Order. Disputed claims shall be resolved as set out in Part 8 of the General Conditions - DISPUTE RESOLUTION. 9.2.3 If the Contractor has caused damage to the work of another contractor on the Pr~iect, the Contractor agrees upon due notice to settle with the other contractor by negotiation or arbitration. If the other contractor makes a claim against the Owner on account of damage alleged to have been so sustained, the Owner shall notify the Contractor and may require the Contractor to defend the action at the Contractor's expense. The Contractor shall satisfy a final order or judgment against the Owner and pay the costs incurred by the Owner arising from such action. 9.2.4 If the Contractor becomes liable to payor satisfy a final order, judgment, or award against the Owner, then the Contractor, upon undertaking to indemnify the Owner against any and all liability for costs, shall have the right to appeal in the name of the Owner such final order or judgment to any and all courts of competent jurisdiction. GC 9.3 TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS 9.3.1 For the purposes of applicable environmental legislation, the Owner shall be deemed to have control and management of the Place of the Work with respect to existing conditions. 9.3.2 Prior to the Contractor commencing the Work, the Owner shall .1 take all reasonable steps to determine whether any toxic or hazardous substances or materials are present at the Place of the Work, and .2 provide the Consultant and the Contractor with a written list of any such substances and materials. 9.3.3 The Owner shall take all reasonable steps to ensure that no person suffers injury, sickness, or death and that no property is injured or destroyed as a result of exposure to, or the presence of, toxic or hazardous substances or materials which were at the Place of the Work prior to the Contractor commencing the Work. 9.3.4 Unless the Contract expressly provides otherwise, the Owner shall be responsible for taking all necessary steps, in accordance with legal requirements, to dispose of. store or otherwise render harmless toxic or hazardous substances or materials which were present at the Place of the Work prior to the Contractor commencing the Work. 9.3.5 If the Contractor .1 encounters toxic or hazardous substances or materials at the Place of the Work, or .2 has reasonable grounds to believe that toxic or hazardous substances or materials are present at the Place ~f the Work, which were not disclosed by the Owner, as required under paragraph 9.3.2, or which were disclosed but have not been dealt with as required under paragraph 9.3.4, the Contractor shall .3 take all reasonable steps, including stopping the Work, to ensure that no person suffers injury, sickness, or death and that no property is injured or destroyed as a result of exposure to or the presence of the substances or materials, and .4 immediately report the circumstances to the Consultant and the Owner in writing. 28 eeDe 2 - 1994 File 00712 ... 9.3.6 If the Contractor is delayed in performing the Work or incurs additional costs as a result of taking steps required under paragraph 9.3.5.3, the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor and the Contractor shall be reimbursed for reasonable costs incurred as a result of the delay and as a result of taking those steps. 9.3.7 Notwithstanding paragraphs 2.2.6 and 2.2.7 ofGC 2.2 -ROLE OF THE CONSULTANT, or paragraph 8. L I of GC 8.1 - AUTHORITY OF THE CONSULTANT, the Consultant may select and rely upon the advice of an independent expert in a dispute under paragraph 9.3.6 and, in that case, the expert shall be deemed to have been jointly retained by the Owner and the Contractor and shall be jointly paid by them. 9.3.8 The Owner shall indemnify and hold harmless the Contractor, the Consultant. their agents and employees, from and against claims. demands, losses, costs, damages, actions, suits, or proceedings arising out of or resulting from exposure to, or the presence of. toxic or hazardous substances or materials which were at the Place of the Work prior to the Contractor commencing the Work. This obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity set out in GC 12.1 _ INDEMNIFICATION or which otherwise exist respecting a person or party described in this paragraph. 9.3.9 GC 9.3 - TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS shall govern over the provisions of paragraph L3.1 of GC L3 - RIGHTS AND REMEDIES or GC 9.2 - DAMAGES AND MUTUAL RESPONSIBILITY. PART 10 GOVERNING REGULATIONS GC 10.1 TAXES AND DUTIES 10. L I The Contract Price shall include all taxes and customs duties in effect at the time of the bid closing except for Value Added Taxes payable by the Owner to the Contractor as stipulated in Article A-4 of the Agreement - CONTRACT PRICE. 10.1.2 Any increase or decrease in costs to the Contractor due to changes in such included taxes and duties after the time of the bid closing shall increase or decrease the Contract Price accordingly. GC 10.2 LAWS, NOTICES, PERMITS, AND FEES 10.2.1 The laws of the Place of the Work shall govern the Work. 10.2.2 The Owner shall obtain and pay for the building permit, permanent easements, and rights of servitude. The Contractor shall be responsible for permits, licenses, or certificates necessary for the performance of the Work which were in force at the date of bid closing. 10.2.3 The Contractor shall give the required notices and comply with the laws, ordinances, rules, regulations, or codes which are or become in force during the performance of the Work and which relate to the Work, to the preservation of the public health, and to construction safety. 10.2.4 The Contractor shall not be responsible for verifying that the Contract Documents are in compliance with the applicable laws, ordinances, rules, regulations, or codes relating to the Work. If the Contract Documents are at variance therewith, or if, subsequent to the date of bid closing, changes are made to the applicable laws, ordinances. rules, regulations, or codes which require modification to the Contract Documents, the Contractor shall notify the Consultant in writing requesting direction immediately upon such variance or change becoming known. The Consultant will make the changes required to the Contract Documents as provided in GC 6.1 - CHANGES, GC 6.2 - CHANGE ORDER, and GC 6.3 - CHANGE DIRECTIVE. eeDe 2 . 1994 File 00712 29 -. 10.2.5 If the Contractor fails to notify the Consultant in writing; and fails to obtain direction as required in paragraph 10.2.4; and performs work knowing it to be contrary to any laws, ordinances, rules, regulations, or codes; the Contractor shall be responsible for and shall correct the violations thereof; and shall bear the costs, expenses, and damages attributable to the failure to comply with the provisions of such laws, ordinances. rules, regulations, or codes. GC 10.3 PATENT FEES 10.3.1 The Contractor shall pay the royalties and patent licence fees required for the performance of the Contract. The Contractor shall hold the Owner hannless from and against claims, demands, losses. costs, damages, actions, suits, or proceedings arising out of the Contractor's performance of the Contract which are attributable to an infringement or an alleged infringement of a patent of invention by the Contractor or anyone for whose acts the Contractor may be liable. 10.3.2 The Owner shall hold the Contractor hannless against claims, demands, losses, costs, damages, actions, suits, or proceedings arising out of the Contractor's performance of the Contract which are attributable to an infringement or an alleged infringement of a patent of invention in executing anything for the purpose of the Contract, the model, plan, or design of which was supplied to the Contractor as part of the Contract Documents. GC 10,4 WORKERS' COMPENSATION 10.4.1 Priorto commencing the Work, Substantial Performance of the Work, and the issuance of the final certificate for payment, the Contractor shall provide evidence of compliance with workers' compensation legislation at the Place of the Work, including payments due thereunder. 10.4.2 At any time during the term of the Contract, when requested by the Owner, the Contractor shall provide such evidence of compliance by the Contractor and Subcontractors. PART 11 INSURANCE - BONDS GC 11.1 INSURANCE 1l.1.I Without restricting the generality of GC 12.1 - INDEMNIFICATION, the Contractor shall provide, maintain, and pay for the insurance coverages specified in GC 11.1 - INSURANCE. Unless otherwise stipulated. the duration of each insurance policy shall be from the date of commencement of the Work until the date of the final certificate for payment. Prior to commencement of the Work and upon the placement, renewal. amendment, or extension of all or any part of the insurance. the Contractor shall promptly provide the Owner with confirmation of coverage and, if required. a certified true copy of the policies certified by an authorized representative of the insurer together with copies of any amending endorsements. .1 General Liability Insurance: General liability insurance shall be in the joint names of the Contractor, the Owner. and the Consultant, with liOOts of not less than $2,000,000 per occurrence and with a property damage deductible not exceeding $2.500. The insurance coverage shall not be less than the insurance required by !BC Form 2100. or its equivalent replacement. provided that IBC Form 2100 shall contain the latest edition of the relevant CCDC endorsement form. To achieve the desired limit, umbrella. or excess liability insurance may be used. All liability coverage shall be maintained for completed operations hazards from the date of Substantial Performance of the Work. as set out in the certificate of Substantial Performance of the Work, on an ongoing basis for a period of 6 years following Substantial Performance of the Work Where the Contractor maintains a single, blanket policy, the addition of the Owner and the Consultant is limited CCDC 2 - 1994 File 00712 30 C' ...- to liability arising oul of the Project and all operations necessary or incidental thereto. The policy shall be endorsed to provide the Owner with not less than 30 days notice in writing in advance of any cancellation, and of change or amendment restricting coverage. .2 Automobile Liability Insurance: Automobile liability insurance in respect of licensed vehicles shall have limits of not less than $2,000,000 inclusive per occurrence for bodily injury, death. and damage to property. covering all licensed vehicles owned or leased by the Contractor. and endorsed to provide the Owner with not less than 15 days notice in writing in advance of any cancellation, change or amendment restricting coverage. Where the policy has been issued pursuant to a government-operated automobile insurance system. the Contractor shall provide the Owner with confIrmation of automobile insurance coverage for all automobiles registered in the name of the Contractor. .3 Aircraft and Watercraft Liability Insurance: Aircraft and watercraft liability insurance with respect to owned or non-owned aircraft and watercraft if used directly or indirectly in the performance of the Work. including use of additional premises. shall be subjeclto limits of not less than $2,000,000 inclusive per occurrence for bodily injury. death, and damage to property including loss of use thereof and limits of not less than $2.000.000 for aircraft passenger hazard. Such insurance shall be in a form acceptable to the Owner. The policies shall be endorsed to provide the Owner with not less than 15 days notice in writing in advance of cancellation. change, or amendment restricting coverage. .4 Property and Boiler and Machinery Insurance: (I) "All risks" property insurance shall be in the joint names of the Contractor. the Owner, and the Consultant, insuring not less than the sum of the amount of the Contract Price and the full value, as stated in the Supplementary Conditions, of Products that are specifIed to be provided by the Owner for incorporation into the Work. with a deductible not exceeding $2.500. The insurance coverage shall not be less than the insurance required by IBC Form 4042 or its equivalent replacement, provided thatlBC Form 4042 shall contain the lalest edition of the relevant CCDC endorsement form. The coverage shall be maintained continuously until 10 days after the date of the fInal certifIcate for payment. (2) Boiler and machinery insurance shall be in the joint names of the Con/ractor. the Owner, and the Consultant for not less than the replacement value of the boilers. pressure vessels, and other insurable objects forming part of the Work. The insurance provided shall not be less than the insurance provided by the "Comprehensive Boiler and Machinery Form" and shall be maintained continuously from commencement of use or operation of the property insured and until 10 days after the dale of the fInal certifIcate for payment. (3) The policies shall allow for partial or total use or occupancy of the Work. If because of such use or occupancy the Contractor is unable to provide coverage. the Contractor shall notify the Owner in writing. Prior to such use or occupancy the Owner shall provide. maintain. and pay for property and boiler insurance insuring the full value of the Work, as in sub-paragraphs (I) and (2), including coverage for such use or occupancy and shall provide the Contractor with proof of such insurance. The Contractor shall refund to the Owner the unearned premiums applicable to the Contractor's policies upon termination of coverage. (4) The policies shall provide that, in the case of a loss or damage. payment shall be made to the Owner and the Contractor as their respective interests may appear. The Contractor shall act on behalf of the Owner for the purpose of adjusting the amount of such loss or damage payment with the insurers. When the extent of the loss or damage is determined. the Contractor shall proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party under the Contract except that the Contraclor shall be entitled to CCDC 2 . 1994 File 00712 JI , -.. such reasonable extension of Contract Time relative to the extent of the loss or damage as the Consultant may recommend in consultation with the Contractor. (5) The Contractor shall be entitled to receive from the Owner. in addition to the amount due under the Contract, the amount at which the Owners interest in restoration of the Work has been appraised, such amount to be paid as the restoration of the Work proceeds and as provided in GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT and GC 5.3 - PROGRESS PAYMENT. In addition the Contractor shall be entitled to receive from the payments made by the insurer the amount of the Contractors interest in the restoration of the Work. (6) In the case of loss or damage to the Work arising from the work of another contractor. or Owner's own forces, the Owner, in accordance with the Owner's obligations under paragraph 3.2.2.4 ofGC 3.2 - CONSTRUCTION BY OWNER OR OTHER CONTRACTORS, shall pay the Contractor the cost of restoring the Work as the restoration of the Work proceeds and as provided in GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT and GC 5.3 - PROGRESS PAYMENT. .5 Contractors' Equipment Insurance: "All risks" contractors' equipment insurance covering construction machinery and equipment used by the Contractor for the performance of the Work, including boiler insurance on temporary boilers and pressure vessels. shall be in a form acceptable to the Owner and shall not allow subrogation claims by the insurer against the Owner. The policies shall be endorsed to provide the Owner with not less than 15 days notice in writing in advance of cancellation, change, or amendment restricting coverage. Subject to satisfactory proof of financial capability by the Contractor for self-insurance, the Owner agrees to waive the equipment insurance requirement. 11.1.2 The Contractor shall be responsible for deductible amounts under the policies except where such amounts may be excluded from the Contractors responsibility by the terms of GC 9.1 - PROTECTION OF WORK AND PROPERTY and GC 9.2 - DAMAGES AND MUTUAL RESPONSIBILITY. 11.1.3 Where the full insurable value of the Work is substantially less than the Contract Price, the Owner may reduce the amount of insurance required or waive the course of construction insurance requirement. 11.1.4 If the Contractor fails to provide or maintain insurance as required by the Contract Documents, then the Owner shall have the right to provide and maintain such insurance and give evidence to the Contractor and the Consultant. The Controctor shall pay the cost thereof to the Owner on demand or the Owner may deduct the amount which is due or may become due to the Contractor. 11.1.5 All required insurance policies shall be with insurers licensed to underwrite insurance in the jurisdiction of the Place of the Work. GC 11.2 BONDS 11.2.1 The Contractor shall, prior to commencement of the Work or within the specified time. provide to the Owner any surety bonds required by the Contract. 11.2.2 Such bonds shall be issued by a duly licensed surety company authorized to transact a business of suretyship in the province or territory of the Place of the Work and shall be maintained in good standing until the fulfilment of the Contract. The form of such bonds shall be in accordance with the latest edition of the CCDC approved bond forms. ceDe 2 - 1994 File 00712 32 ',l- PART 12 INDEMNIFICATION - WAIVER _ WARRANTY GC 12.1 INDEMNIFICATION 12.1.1 The Contractor shall indemnify and hold hannless the Owner and the Consultant. their agents and employees from and against claims. demands. losses. costs. damages. actions. suits. or proceedings (hereinafter called "claims"). by third parties that arise out of. or are attributable to. the Contractor's performance of the Contract provided such claims are: .1 attributable to bodily il\;ury. sickness. disease. or death. or to injury to or destruction of tangible property. and .2 caused by negligent acts or omissions of the Contractor or anyone for whose acts the Contractor may be liable. and .3 made in writing within a period of 6 years from the date of Substantial Performance of the Work as set out in the certificate of Substontial Performance of the Work. or within such shorter period as may be prescribed by any limitation statute of the province or territory of the Place of the I-Vork. The Owner expressly waives the right to indemnity for claims other than those stated above. 12.1.2 The obligation of the ContYactorto indemnify hereunder shall be limited to $2.000.000 per occurrence from the commencement of the Work until Substantial Performance of the Work and thereafter to an aggregate limit of $2.000.000. 12. 1.3 The Owner shall indemnify and hold harmless the Contractor. the Contractor's agents and employees from and against claims. demands, losses. costs. damages. actions. suits. or proceedings arising out of the Contractor's performance of the Contract which are attributable to a lack of or defect in title or an alleged lack of or defect in title to the Place of the Work. 12.1.4 GC 12.1 . INDEMNIFICATION shall govern over the provisions of paragraph 1.3.1 of GC 1.3 _ RIGHTS AND REMEDIES or GC 9.2 - DAMAGES AND MUTUAL RESPONSIBILITY. 33R GC 12.2 WAIVER OF CLAIMS 12.2.1 Waiver of Claims by Owner As of the date of the final certificate for payment. the Owner expressly waives and releases the Contractor from aH claims against the Controctor including without limitation those that might arise from the negligence or breach of contract by the Contractor except one or more of the following: .1 those made in writing prior to the date of the final certificate for payment and still unsettled; .2 those arising from the provisions of GC 12. I - INDEMNIFICATION or GC 12.3 _ WARRANTY; .3 tllOse arising from the provisions of paragraph 9.3.5 of GC 9.3 _ TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS and arising from the Cantractor bringing or introducing any toxic or hazardous substances and materials to the Place of the Work after the Contractor commences the Work In the Common Law prov.inces GC 12.2.1.4 shall read as follows: .4 those made in writing within a period of 6 years from the date ofSuhstantial Performance of the Work. as set out in the certificate of Substantial Performance of the Work. or within such shorter period as ceDe 2 - 1994 File 00712 - ~, may be prescribed by any limitation statute of the province or territory of the Place of the Work and arising from any liability of the Contractor for damages resulting from the Contractor's performance of the Contract with respect to substantial defects or deficiencies in the Work for which the Contractor is proven responsible. As used herein "substantial defects or deficiencies" means those defects or deficiencies in the Work which affect the Work to such an extent or in such a manner that a significant part or the whole of the Work is unfit for the purpose intended by the Contract Documents. In tlle province of Quebec GC \2.2.1.4 shall read as follows: .4 those arising under the provisions of Article 2118 of the Civil Code of Quebec. \2.2.2 Waiver of Claims by Contractor As of the date of the final certificate for payment, the Contractor expressly waives and releases the Owner from all claims against the Owner including without limitation those that might arise from the negligence or breach of contract by the Owner except: .1 those made in writing prior to the Contractor's application for final payment and still unsettled; and .2 those arising from the provisions of GC 9.3 - TOXIC AND HAZARDOUS SUBSTANCES AND MATERIALS or GC 10.3 - PATENT FEES. 12.2.3 GC 12.2 _ WAIVER OF CLAIMS shall govern over the provisions of paragraph 1.3.1 ofGC 1.3 - RIGHTS AND REMEDIES or GC 9.2 - DAMAGES AND MUTUAL RESPONSIBILITY. GC 12.3 WARRANTY 123.1 The warranty period with regard to the Contract is one year from the date of Substantial Performance of the Work or those periods specified in the Contract Documents for certain portions of the Jfork or Products. 12.3.2 The Contractor shall be responsible for the proper performance of the Work to the extent that the design and Confract Documents permit such performance. \2.3.3 Except for the provisions of paragraph 12.3.6 and subject to paragraph \2.3.2, the Contractor shall correct promptly, at the Contractor's expense, defects or deficiencies in the Work which appear prior to and during the warranty periods specified in the Contract Documents. 12.3.4 The Owner, tllfOUgh the Consultant, shall promptly give the Contractor notice in writing of observed defects and deficiencies that occur during the warranty period. 12.3.5 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of paragraph \2.3.3. 12.3.6 The Contractor shall be responsible for obtaining Product warranties in excess of one year on behalf of the Owner from the manufacturer. These Product warranties shall be issued by the manufacturerto the benefit of the Owner. J4R CCDC 2 - 1994 File 00712 -- ? /. , ~t, ~~D[s Canadian Construction Documents Committee The Canadian Construction Documents Committee is a joint committee composed of public and private owners and representatives appointed by: The Association of Consulting Engineers of Canada . The Canadian Construction Association Construction Specifications Canada The Royal Architectural Institute of Canada Committee policy and procedures are directed and approved by the constituent organizations. This document has been endorsed by each of the above organizations. Enquiries should be directed to: The Secretary Canadian Construction Documents Committee 400.75 Albert Street Ottawa, Ontario KIP 5E7 Tel: (613) 236.9455 Fax: (613) 236.9526 www.ccdc.org CCDe Copyright 1998 Must not be copied in whole or in part withoulthe wrillen permission of the CCDe. * I f I I I I I I I I I I I I I I I I I Newcastle Branch Library The Corporation of the Municipality of Clarington TENDER #CL2008-7 SZA PROJECT NO. 0633 REVISED & ISSUED FOR RE-BIDDING SPECIFICATION FEBRUARY 11, 2008 VOLUME 1 ARCHITECTURAL, CIVIL & STRUCTURAL Shoalts and Zaback Architects Ltd. 4 Cataraqul Street, Suite 206, Kingston, Ontario, K7K 1Z7 Tel.: (613)541-0776 Fax: (613)541-0804 I I I I I I I I I I I I I I I I 'I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section VOLUME 1 DIVISION 0 00000 00001 00100 00200 00220 00250 00300 00410 00420 00430 00710 00810 DIVISION 1 01000 01001 01040 01060 01400 01535 01545 01560 01561 01700 01706 01730 01740 01781 01782 01783 01784 01810 DIVISION 2 02110 02210 02223 02233 02260 02490 02516 02523 02710 02870 02905 02983 List of Contents Section 00000 Page 1 February 11, 2008 List of Contents List of Drawings Instructions to Bidders Standard Terms and Conditions Municipality of Clarington Existing Conditions Data Fair Wage Policy Stipulated Price Bid Form List of Sub-contractors, Appendix S1 Alternate and Separate Prices Supplementary Bid Form, Appendix S2 Contractor's Acknowledgement, Appendix S3 General Conditions Supplementary General Conditions GENERAL REQUIREMENTS Ontario Building Code Requirements General Requirements Coordination RegUlatory Requirements. Falsework. Scaffolding and Shoring Quality Control Temporary Facilities Safety Requirements Temporary Controls Environmental Protection Contract Closeout Fire Safety Requirements Cutting and Patching and Making Good Cleaning Project Record Documents Operations and Maintenance Manual Extended Warranties Spare Parts and'Maintenance Requirements Commissioning SITE WORK Clearing and Grubbing Site Grading Excavating, Trenching and Backfilling Site Services Topsoil and Finish Grading Trees Asphalt Concrete Paving Concrete Walks and Curbs Weeping Tile Drainage Site Fumishings Tree Protection Sodding Paaes 3 2 9 21 1 7 4 2 1 1 1 5 1 15 5 2 2 9 6 2 1 3 5 2 2 1 2 3 2 20 2 3 8 6 2 7 2 4 2 2 2 3 Newcastle Branch Library List of Contents 1 Municipality of Clarington Section 00000 SZA Project No. 0633 Page 2 Tender#CL2008-7 February 11, 2008 Section P_c,L DIVISION 3 STRUCTURAL '03100 Concrete Farms and Accessories 03200 Concrete Reinforcement 6 03300 Cast-in-Place Concrete 7 16 03345 Concrete Finishing and Concrete Topping ' 3 DIVISION 4 MASONRY 04050 Masonry Procedures , 04100 Mortar and Masonry Grout 7 04150 Masonry Accessories 3 04160 Masonry Reinforcing and Connectors 6 04210 Brick Masonry 3 04220 Concrete Unit Masonry 2 3 DIVISION 5 STEEL 05121 Structural Steel 05310 Steel Deck 14 05411 Wind Load Bearing Steel Stud Systems 8 05500 Miscellaneous Metals 6 6 DIVISION 6 WOOD 06101 Rough Carpentry 06200 Finish Carpentry 5 06400 Architectural Woodwork 5 9 DIVISION 7 THERMAL MOISTURE PROTECTION 07160 Bituminous Dampproofing 07210 Insulation 2 07270 Firestopping and Smoke Seals 3 07280 Air Barriers and Vapour Retarders 3 07300 Asphalt Shingle Roofing 8 07410 Steel Cladding 3 07620 Metal Flashing and Trim 3 07800 Skylights 4 07900 Sealants 2 6 DIVISION 8 DOORS AND WINDOWS 08111 Steel Doors, Frames and Screens 08120 Aluminum Doors and Frames, and Aluminum interior Screens 5 08200 Wood Doors 6 08520 Aluminum Windows and Curtainwall 3 08710 Finish Hardware 15 08800 Glazing 5 7 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 List of Contents Section 00000 Page 3 February 11, 2008 Section DIVISION 9 09111 09130 09250 09310 09330 09511 09666 09680 09900 DIVISION 10 10000 10505 10800 VOLUME 2 DIVISION 15 DIVISION 16 VOLUME 3 FINISHES Metal Stud Systems Acoustical Suspension Systems Gypsum Boarp Mosaic Ceramic Tile Porcelain Stone Tile Acoustical Tile Resilient Sheet Flooring (Linoleum) Carpeting Painting SPECIALTIES Manufactured Specialties Metal Lockers Washroom Accessories MECHANICAL ELECTRICAL GEOTECHNICAL INVESTIGATION REPORT STORM WATER MANAGEMENT REPORT Paaes 6 3 5 3 4 3 3 3 10 3 2 5 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 List of Drawings Section 00002 Page 1 February 11, 2008 Drawino No. DescriDtion Architectural A001 A005 A010 A015 A050 A100 A101 A110 A150 A200 A250 A300 A301 A302 A303 A310 A311 A312 A313 A314 A360 A361 A362 A363 A364 MOO ASOO A501 A502 A600 Title Sheet, OBC Summary Partition, Wall and Roof Types SUlvey (Prepared by Ivan B. Wallace OLS Ltd.) Site Plan, Location Plan Site Details Foundation Plan Floor Plan Floor Fin ishes and Floor Box Location Plan Roof Plan Reflected Ceiling Plan Building Elevations Window Schedule Building Sections Building Sections Building Sections Building Sections Wall Sections and Details Wall Sections and Details Wall Sections and Details Wall Sections and Details Wall Sections and Details Plan Details Plan Details Plan Details Plan Details Plan Details Washroom Plans and Elevations Millwork Details Millwork Details Millwork Details Finish, Door, Frame and Screen Schedules Civil SS01 SS02 Site Services and Grading Plan Detail Sheet Structural S101 S102 S201 S202 S203 Notes, Tables, Schedules and Typical Details Typical Details Foundation Plan Roof Framing Plan High Roof Framing Plan at Truss Bottom Chord, Mechanical Unit Screen Framing Plan and Steel Elevations High Roof Framing Plan Sections and Details S204 S301 Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#C12008-7 List of Drawings Section 00002 Page 2 February 11, 2008 Drawina No. Descriotion Mechanical M1 M2 M3 HVAC Plumbing In-Floor Heating Electrical E1 E2 E3 Electrical Site Plan, Legend and Schedules Lighting, Emergency, 'Lighting, Exit Signage Power and Communication I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 1 February 11 , 2008 PART 1 - GENERAL 1.1 Invitation 1.2 Intent 1.3 Contract Documents Identification 1.4 Contract/Bid Documents .1 Bid Call .1 Offers signed under seal, executed, and dated will be received by The Corporation of the Municipality of Clarington shall be addressed to: The Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario L1C 3A6. .2 Deliver the sealed Bids to the Office of the Clerk. .3 Use the envelope and labei provided. .2 Bid Closing Time .1 2:00:00 p.m. (local time), Thursday, March 6, 2008. .2 Offers submitted after the closing time shall be rejected and retumed to the Bidder unopened. .3 Submit the three (3) Supplementary Bid Forms 00410, 00420 and 00430, with the main offer. .4 Offers will be opened publicly in accordance with the Municipality of Clarington policies. .5 Amendments to the submitted offer will not be permitted. .6 Bids submitted by fax will not be accepted. .1 The intent of this Bid Call is. to obtain an offer for the construction of the Newcastle Branch Library, for The Corporation of the Municipality of Clarington, for a Stipulated Price Contract, in accordance with the Contract Documents. .1 The Contract Documents are identified as the Newcastle Branch Library (Shoalts and Zaback Architects Project No. 0633), as prepared by the Consultant, Shoalts and Zaback Architects Ltd., located at 4 Cataraqui Street, Suite 206, Kingston, Ontario, K7K 1Z7, tel. 613-541-0776, fax 613-541-0804. .1 Definitions .1 Contract Documents: Defined in CCDC2 - 1994 Edition, Definitions. .2 Bid Documents: Contract Documents supplemented with Instructions to Bidders, Bid Form, Bid Securities, and Bid Supplementary Forms, identified herein. .3 Bid, Offer, or Bidding: Act of submitting an offer under seal. .4 Bid Price: Monetary sum identified by the Bid Form. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 2 February 11, 2008 .2 Availability .1 Bid Documents are made available only for the purpose of obtaining offers for this project. Their use does not confer a license or grant for other purposes. .2 General Contractors have been prequalified for this project. Each prequalified Contractor will be given two (2) copies of the Bid Documents. Only the following prequalified companies may submit Bids: .1 Garritano Bros. Ltd. .2 Gerr Construction Ltd. .3 J. J. McGuire .4 Pre Eng Contracting Limited .5 Struct-Con Construction Ltd. .3 A copy of the Owner's available soils information is included in Volume 3. .4 Copies of the Bid Documents are also available at: .1 Durham Construction Association .2 Toronto Construction Association .3 Peterborough District Construction Association .4 Mississauga Construction Association .5 Quinte Construction Association. .3 Examination .1 Upon receipt of Bid Documents verify that documents are complete; notify Consultant should the documents be incomplete. .2 Immediately notify the Consultant upon finding discrepancies or omissions in the Bid Documents. .4 Queries/Addenda .1 Questions of technical nature arising during the Bidding process shall be directed to the following: Shoalts and Zaback Architects Ltd., attention Gerry Shoalts or Eric Riddell, tel. 613-541-0776, fax 613-541-0804. Use the form included in Section 00500 Schedule G. .2 Bidders shall report to Gerry Shoalts or Eric Riddell all discrepancies, omissions, errors, departures from codes or good practice and points considered to be of dubious intent, so that the Owner may, if desirable, issue instruction by Addenda before Tender Closing Date. The Owner will not be responsible for any oral instructions. All Addenda shall be incorporated in the proposals and shall become a part of the Contract Documents, and their receipt shall be acknowledged on the Tender Form in the space provided. .3 Addenda may be issued during the Bidding period. All Addenda become part of the Contract Documents. Include costs in ihe Bid Price. .4 Verbal answers are only binding when confirmed by written Addenda. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 3 February 11, 2008 1.5 Site Assessment 1.6 Bid Submission .5 Clarifications requested by Bidders must be in writing not less than seven days before date set for receipt of Bids. The reply will be in the form of an Addendum, a copy of which will be forwarded to known Bidders. .5 Product/System Options .1 Where the Bid Documents stipulate a particular product, aiternatives will be considered by the Consultant up to seven (7) days before receipt of Bids. .2 When a request to substitute a product is made, the Consultant may approve the substitution and may issue an Addendum to known Bidders. .3 In submission of alternatives to products specified, Bidders shail include in their Bid, any changes required in the Work to accommodate such aiternatives. A later claim by the Bidder of changes in Work necessitated by use of altematlves shail not considered. .4 Unless alternatives are submitted in this and subsequently accepted, provide products as specified. .1 Site Examination .1 Visit the project site and surrounding area before submitting a Bid. . .2 It is the Bidder's responsibility to examine the project location prior to submitting a Bid for this Work, in order to thoroughly acquaint themselves with ail existing conditions at the site which may affect the proper completion of the Work specified. .2 Bidders' Briefing .1 A Bidders' Briefing will be held at 10:30 a.m., Wednesday, Febnuary 13, 2008. The location is the Newcastle Community Hail, 20 King Street West, Newcastle, Ontario. .2 Summarized Minutes of this meeting will be circulated to ail known Bidders. These Minutes will form part of the Contract Documents. .3 Information relevant to the Bid Documents wiii be recorded in an Addendum and issued to known Bidders. .4 It is highly recommended that ail perspective Bidders attend this site meeting. .1 Bid Ineligibility .1 Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain arithmetical errors, erasures, aiterations, or irregularities of any kind, shail at the discretion of the Owner, be declared informal. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008.7 Instructions to Bidders Section 00100 Page 4 February 11, 2008 1.7 Bid Enclosures! Reouirements .2 Bids with Bid Forms and enclosures which are improperly prepared shall at the discretion of the Owner, be declared informal. .3 Bids that fail to include the security deposit, bonding or insurance requirements requested in the covering letter shall at the discretion of the Owner, be declared informal. .2 Submissions .1 Submit two (2) copies of the executed offer on the Bid Forms provided, signed and corporate sealed together with the required documentation in the envelope provided. .1 Bid Bond .1 Provide with the stipulated Price Bid a CCDC Bid Bond Form 220 in amount of 10% 6f the Bid Price. .2 The Bid Bond shall be valid for the Bid Acceptance Period. .2 Consent of Surety .1 Submit with the Bid Form and Bid Bond, a Consent of Surety stating that the surety providing the Bid Bond is willing to supply the 100% Performance and Labor and the 100% Materials Payment Bond required. .3 Performance Assurance .1 The accepted Bidder shall provide a 100% Performance and a 100% Labour and Materials Payment Bond as described in the Supplementary Conditions. .2 Include the cost of Bonds in the Bid Price. .4 Bid Signing .1 The Bid Form shall be signed under seal by the Bidder. .2 Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will aiso sign. Insert the words "Sole Proprietor" under the signature. Affix seal. .3 Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word partner under each signature. Affix seal to each signature. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 5 February 11, 2008 1.8 Offer Acceptancel Reiection 1.9 Procedures to be Used if the Bids Exceed the Budoet .4 Limited Company: Signature of a duly authorized signing officer(s} in their normal signatures. Insert the officer's capacity in which the signing officer acts, under each signature. Affix the corporate seal. If the Bid is signed by officials other than the President and Secretary of the company, or the President-Secretary- Treasurer of the company, a copy of the by-law resolution of the Board of Directors authorizing them to do so must also be submitted with the Bid in the Bid envelope. .1 Duration of Offer .1 Bids shall remain open to acceptance and shall be irrevocable for a period of ninety (90) days after the Bid closing date. .2 Acceptance of Offer .1 The lowest or any Tender will not necessarily be accepted. .2 After acceptance by the Owner, the Consultant on behalf of the Owner, will issue to the successful Bidder, a written Letter of Intent. The Letter of Intent will direct ,the Contractor to obtain their bonds and insurance and to plan their Work on site. The Contractor will not be permitted to move onto the site until the four (4) copies of the Contract are signed by the Contractor and the Municipality. .3 After a Bid has been accepted, all submitted Bid securities will be returned to the unsuccessful Bidders. .4 The Owner reserves the right to: .1 Cancel the Tender at any time prior to acceptance of a Tender Bid; .2 Evaluate submissions based on past performance, timely project completion, appropriate manpower, equipment and facilities; .3 Reject any or all Bids; .4 Cancel any order if the goods or services are unsatisfactory; .5 Accept the Tender in whole or in part; .6 Not to accept the lowest or any Tender. .1 In the event that all Bids received exceed the Owner's budget, the Owner will negotiate changes in the scope of the Work with the Bidder submitting the lowest acceptable Bid. When the negotiations result in a Contract Price acceptable to both parties no re-bidding of the project is necessary and the Contract should be awarded at the negotiated price. Instructions to Bidders I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 00100 Page 6 February 11, 2008 1.10 Construction Schedule 1 .11 Notice to Bidders .8 .9 .10 .2 If negotiations fail to produce a Contract Price acceptable to both parties, or if, in the first instance, the changes contemplated result in a value in excess of 15%. the Bid Documents may be amended and invitations to re-bid be restricted to the Bidders who submitted the three (3) lowest acceptable Bids on the original Bid Call. .1 Submit Preliminary Construction Schedule within seven (7) days notification to low Bidder. Bar chart format, including major sub-trades and milestones. .2 Completion Dates Refer to the Stipulated Price Bid Form 00300. .1 Only Prequalified Bidders listed in 1.4.2 may submit a Bid on this project. .2 Addendum Information Addenda will be issued to the Prequalified Bidders and the Construction Associations only. It is the responsibility of the General Contractors to ensure that their Bids (including any Sub-Trade components) Bids are based on the Addenda which have been issued. .3 Late Bids will not be accepted, but returned unopened to the respective Bidder. .4 Bids not signed are subje.ct to rejection. .5 Bids must be typed or in ink. .6 Erasures or noticeable changes must be initialled by the Bidder. .7 Bidders must not include restrictive or conditional statements to alter the format or intent of the Tender. The lowest or any Tender not necessarily accepted. Tender opening meeting is scheduled to take place at 2:15:00 p.m. after the closing time and date, in Meeting Room 1A Main Floor, 40 Temperance Street, Bowmanville, Ontario, and interested Bidders are invited to attend. Tenders must be retumed on the forms provided and in the envelope showing the firm name, Tender number and Tender name or by using the address label attached to this Tender. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 7 February 11, 2008 1.12 Taxes 1.13 Insurance 1.14 Municipality of Clarington General Conditions .1 The Stipuiated Sum includes all applicable taxes except the G.S.T. .2 The Goods and Services Tax (G.S.T.) is extra to the Stipulated Sum. 1. The successful contractor will indemnify and save harmless the Corporation of the Municipality of Clarington from all loss or the payment of the sums of money by reason of all accidents, injuries or damages to persons or property that may occur in connection therewith. A certificate of liability insurance (third party) must be provided to the Municipality of Clarington, in the amount of $3,000,000 (three million dollars) noting the Municipality of Clarington as an "additionally insured". Any damages to any or all properties as a result of the Work performed by the Contractor, will be repaired at the expense of the contractor to the satisfaction of the Director of Community Services or his designate. The Contractor shall provide proof of insurance prior to commencement of the Work. .2 Fire Insurance The Contractor and Sub-contractors shall be responsible for Fire Insurance on their own plant and the equipment. .1 General Conditions .1 It is the Bidder's responsibility to obtain and pay for any permits required prior to the commencement of the Work. N.B. There is no charge to the Contractor for the Building Permit. .2 It is the Bidder's responsibility to abide by all Provincial, Regional, and Municipal regulations regarding the transportation and disposal of the waste material involved in this Work. .3 The successful Contractor will be required to submit an anticipated "Construction Schedule" as per Supplementary General Requirements and attend a pre-construction meeting. .4 Project meetings will be held as required by the Municipality. Sub-contractors will be expected to attend when requested. The cost of attendance shall be included in the Tender Sum. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 001 00 Page 8 February 11, 2008 .5 The Contractor shall obey all Federal, Provincial and Municipal Laws, Acts, Ordinances, Regulations, Orders-in-Council and Bylaws, which could in any way pertain to the Work outlined in the Contract or to the Employees of the Contractor. Without limiting the generality of the foregoing, the Contractor shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made there under, on a Contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Contractor's obligations under this contract. .6 The whole or any part of the contract arising from this quotation may not be assigned without the written consent of the Municipality. .7 The Contractor shall be aware of and conform to all governing regulations relating to employee health and safety. The Contractor shall keep employees and Sub- contractors informed of such regulations. .8 The Contractor is responsible to protect his/her equipment, materiais and Work against damage as well as protect the public against injury by hoarding off the construction areas as necessary. .9 Monthly payments shall be made net thirty (30) days after completion of Work as outlined in monthly progress bills. .10 The Contractor will be required to submit to the Municipality a statement from the Worker's Compensation Board that all assessments the Contractor is liable to pay under the Worker's Compensation Act or successor legislation have been paid. Such statement or Certificate of Clearance shall be provided prior to the issuance of the Contractor's last payment and at any other time when requested to do so. .11 Failure or inability to comply with all the conditions set out in this Tender shall facilitate the need for the Owner or the Municipaiity to issue a Stop Work Order and to cancel the contract without notice. .12 The Contractor shall maintain coverage and pay all assessments under applicable Workplace Safety and Insurance Board (WSIB) legislation and reguiations. A Certificate of Clearance to be submitted prior to commencement of contract and may be requested at any time during the contract. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 2 - PRODUCTS PART 3 - EXECUTION Instructions to Bidders Section 00100 Page 9 February 11, 2008 .2 Construction Schedule .1 The Contractor shall submit a Construction Schedule seven (7) days prior to construction in the form of a bar chart indicating the critical activities and dates. Modify Schedule if required by the Owner and resubmit. The Schedule format should allow plotting of actual progress against scheduled progress. . .2 The Contractor shall provide a 24 hour contact person to be reached in the event of an emergency as a result of the Work being done. .3 The Contractor shall be responsible for any remedial Work as a result of the performance of this contract. If such Work has to be done by others in order to keep the area of Work or adjacent areas and neighbours safe and operational then the expense incurred will be deducted from the total contract price. .4 The Contractor will be required to complete a Notice of Project and submit to the Ontario Ministry of Labour and post original at the job site. Not used. Not used. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Invitation 1.2 Intent 1 .3 Contract Documents Identification 1.4 ContracUBid Documents Instructions to Bidders Section 00100 Page 1 February 11, 2008 .1 Bid Call .1 Offers signed under seal, executed, and dated will be received by The Corporation of the Municipality of Clarington shall be addressed to: The Corporation of the Municipality of Clarington 40 T em perance Street Bowmanville, Ontario L 1C 3A6. .2 Deliver the sealed Bids to the Office of the Clerk. .3 Use the envelope and label provided. .2 Bid Closing Time .1 2:00:00 p.m. (local time), Thursday, March 6, 2008. .2 Offers submitted after the closing time shall be rejected and returned to the Bidder unopened. .3 Submit the three (3) Supplementary Bid Forms 00410, 00420 and 00430, with the main offer. .4 Offers will be opened publicly in accordance with the Municipality of Clarington policies. .5 Amendments to the submitted offer will not be permitted. .6 Bids submitted by fax will not be accepted. .1 The intent of this Bid Call is to obtain an offer for, the construction of the Newcastle Branch Library, for The Corporation of the Municipality of Clarington, for a Stipuiated Price Contract, in accordance with the Contract Documents. .1 The Contract Documents are identified as the Newcastie Branch Library (Shoalts and Zaback Architects Project No. 0633), as prepared by the Consultant, Shoalts and Zaback Architects Ltd., located at 4 Cataraqui Street, Suite 206, Kingston, Ontario, K7K 1Z7, tel." 613-541-0776, fax 613-541-0804. .1 Definitions .1 Contract Documents: Defined in CCDC2 - 1994 Edition, Definitions. .2 Bid Documents: Contract Documents supplemented with Instructions to Bidders, Bid Form, Bid Securities, and Bid Supplementary Forms, identified herein. .3 Bid, Offer, or Bidding: Act of submitting an offer under seal. .4 Bid Price: Monetary sum identified by the Bid Form. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 2 February 11, 2008 .2 Availability .1 Bid Documents are made available only for the purpose of obtaining offers for this project. Their use does not confer a license or grant for other purposes. .2 General Contractors have been prequalified for this project. Each prequalified Contractor will be given two (2) copies of the Bid Documents. Only the following prequalified companies may submit Bids: .1 Garritano Bros. Ltd. .2 Gerr Construction Ltd. .3 J. J. McGuire .4 Pre Eng Contracting Limited .5 Struct-Con Construction Ltd. .3 A copy of the Owner's available soils information is included in Volume 3. .4 Copies of the Bid Documents are also available at: .1 Durham Construction Association .2 Toronto Construction Association .3 Peterborough District Construction Association .4 Mississauga Construction Association .5. Quinte Construction Association. .3 Examination .1 Upon receipt of Bid Documents verify that documents are complete; notify Consultant should the documents be incomplete. .2 Immediately notify the Consultant upon finding discrepancies or omissions in the Bid Documents. .4 Queries/Addenda .1 Questions of technical nature arising during the Bidding process shall be directed to the following: Shoalts and Zaback Architects Ltd., attention GerryShoalts or Eric Riddell, tel. 613-541-0776, fax 613-541-0804. Use the form included in Section 00500 Schedule G. .2 Bidders shall report to Gerry Shoalts or Eric Riddell all discrepancies, omissions, errors, departures from codes or good practice and points considered to be of dubious intent, so that the Owner may, if desirable, issue instruction by Addenda before Tender Closing Date. The Owner will not be responsible for any oral instructions. All Addenda shall be incorporated in the proposals and shall become a part of the Contract Documents, and their receipt shall be acknowledged on the Tender Form in the space provided. .3 Addenda may be issued during the Bidding period. All Addenda become part of the Contract Documents. Include costs in the Bid Price. .4 Verbal answers are only binding when confirmed by written Addenda. I I I I I I I I I I I. I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.5 Site Assessment 1.6 Bid Submission .1 Instructions to Bidders Section 00100 Page 3 February 11, 2008 .5 Clarifications requested by Bidders must be in writing not less than seven days before date set for receipt of Bids. The reply will be in the form of an Addendum, a copy of which will be forwarded to known Bidders. .5 ProductlSystem Options .1 Where the Bid Documents stipulate a particular product, alternatives will be considered by the Consultant up to seven (7) days before receipt of Bids. .2 When a request to substitute a product is made, the Consultant may approve the substitution and may issue an Addendum to known Bidders. .3 In submission of alternatives to products specified, Bidders shall include in their Bid, any changes required in the Work to accommodate such alternatives. A later claim by the Bidder of changes in Work necessitated by use of alternatives shall not considered. .4 Unless alternatives are submitted in this and subsequently accepted, provide products as specified. .1 Site Examination .1 Visit the project site and surrounding area before submitting aBid. .2 It is the Bidder's responsibility to examine the project location prior to submitting a Bid for this Work, in order to thoroughly acquaint themselves with all existing conditions at the site which may affect the proper completion of the Work specified. .2 Bidders' Briefing .1 A Bidders' Briefing will be held at 10:30 a.m., Wednesday, February 13, 2008. The location is the Newcastle Community Hall, 20 King Street West, Newcastle, Ontario. .2 Summarized Minutes of this meeting will be circulated to all known Bidders. These Minutes will form part of the Contract Documents. .3 Information relevant to the Bid Documents will be recorded in an Addendum and issued to known Bidders. .4 It is highly recommended that all perspective Bidders attend this site meeting. Bid Ineligibility .1 Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure, contain arithmetical errors, erasures, alterations, or irregularities of any kind, shall at the discretion of the Owner, be declared informal. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.7 Bid Enclosures! Reauirements Instructions to Bidders Section 00100 Page 4 February 11, 2008 II I I I I I I I I I I I I I I I I I I .2 Bids with Bid Forms and enclosures which are improperly prepared shall at the discretion of the Owner, be declared informal. .3 Bids that fail to include the security deposit, bonding or insurance requirements requested in the covering letter shall at the discretion of the Owner, be declared informal. .2 Submissions .1 Submit two (2) copies of the executed offer on the Bid Forms provided, signed and corporate sealed together with the required documentation in the envelope provided. .1 Bid Bond .1 Provide with the stipulated Price Bid a CCDC Bid Bond Form 220 in amount of 10% of the Bid Price. .2 The Bid Bond shall be valid for the Bid Acceptance Period. .2 Consent of Surety .1 Submit with the Bid Form and Bid Bond, a Consent of Surety stating that the surety providing the Bid Bond is willing to supply the 100% Performance and Labor and the 100% Materials Payment Bond required. .3 Performance Assurance .1 The accepted Bidder shall provide a 100% Performance and a 100% Labour and Materials Payment Bond as described in the Supplementary Conditions. .2 Include the cost of Bonds in the Bid Price. .4 Bid Signing .1 The Bid Form shall be signed under seal by the Bidder. .2 Sole Proprietorship: Signature of sole proprietor in the presence of a witness who will also sign. Insert the words .Soie Proprietor" under the signature. Affix seal. .3 Partnership: Signature of all partners in the presence of a witness who will also sign. Insert the word partner under each signature. Affix seai to each signature. I I I I I I I I I I I I I I I I I I I Newcas~e Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.8 Offer Acceptance/ Reiection 1.9 Procedures to be Used if the Bids Exceed the Budoet .1 Instructions to Bidders Section 00100 Page 5 February 11, 2008 .4 limited Company: Signature of a duly authorized signing officer(s) in their normal signatures. Insert the officer's capacity in which the signing officer acts, under each signature. AffIX the corporate seal. If the Bid is signed by officiais other than the President and Secretary of the company, or the President-Secretary- Treasurer of the company, a copy of the by-law resoiution of the Board of Directors authorizing them to do so must also be submitted with the Bid in the Bid envelope. .1 Duration of Offer .1 Bids shall remain open to acceptance and shall be irrevocable for a period of ninety (90) days after the Bid closing date. .2 Acceptance of Offer .1 The lowest or any Tender will not necessarily be accepted. .2 After acceptance by the Owner, the Consultant on behalf of the Owner, will issue to the successful Bidder, a written Letter of Intent. The Letter of Intent will direct the Contractor to obtain their bonds and insurance and to plan their Work on site. The Contractor will not be permitted to move onto the site unlilthe four (4) copies of the Contract are signed by the Contractor and the Municipality. .3 After a Bid has been accepted, all submitted Bid securities will be returned to the unsuccessful Bidders. .4 The Owner reserves the right to: .1 Cancel the Tender at any time prior to acceptance of a Tender Bid; .2 Evaluate submissions based on past performance, timeiy project completion, appropriate manpower, equipment and facilities; .3 Reject any or all Bids; .4 Cancel any order if the goods or services are unsatisfactory; .5 Accept the Tender in whole or in part; .6 Not to accept the lowest or any Tender. In the event that all Bids received exceed the Owner's budget, the Owner will negotiate changes in the scope of the Work with the Bidder submitting the lowest acceptabie Bid. When the negotiations result in a Contract Price acceptable to both parties no re-bidding of the project is necessary and the Contract should be awarded at the negotiated price. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 .2 1 .10 Construction Schedule .1 1.11 Notice to Bidders Instructions to Bidders Section 00100 Page 6 February 11, 2008 I I I I I I I I I I I I I I I I I I I If negotiations fail to produce a Contract Price acceptable to both parties, or if, in the first instance, the changes contemplated result in a value in excess of 15%, the Bid Documents may be amended and invitations to re-bid be restricted to the Bidders who submitted the three (3) lowest acceptable Bids on the original Bid Call. Submit Preliminary Construction Schedule within seven (7) days notification to low Bidder. Bar chart format, inciuding major sub-trades and milestones. .2 Completion Dates Refer to the Stipulated Price Bid Form OU300. .1 Only Prequalified Bidders listed in 1.4.2 may submit a Bid on this project. .2 Addendum Information Addenda will be issued to the Prequalified Bidders and the Construction Associations only. It is the responsibility of the General Contractors to ensure that their Bids (including any Sub-Trade components) Bids are based on the Addenda which have been issued. .3 Late Bids will not be accepted, but returned unopened to the respective Bidder. .4 Bids not signed are subject to rejection. .5 Bids must be typed or in ink. .6 Erasures or noticeable changes must be initialled by the Bidder. .7 Bidders must not include restrictive or conditional statements to alter the format or intent of the Tender. .8 The lowest or any Tender not necessarily accepted. .9 Tender opening meeting Is scheduled to take place at 2:15:00 p.m. after the closing time and date, in Meeting Room lA Main Floor, 40 Temperance Street, Bowmanville, Ontario, and interested Bidders are invited to attend. .10 Tenders must be returned on the forms provided and in the envelope showing the firm name, Tender number and Tender name or by using the address label attached to this Tender. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.12 Taxes 1.13 Insurance 1.14 Municipality of Clarington General Conditions Instructions to Bidders Section 00100 Page 7 February 11, 2008 .1 The Stipulated Sum includes ail applicable taxes except the G.S.T. .2 The Goods and Services Tax (G.S.T.) is extra to the Stipulated Sum. 1. The successful contractor wiil indemnify and save harmless the Corporation of the Municipality of Clarington from ail loss or the payment of the sums of money by reason of ail accidents, injuries or damages to persons or property that may occur in connection therewith. A certificate of liability insurance (third party) must be provided to the Municipality of Clarington, in the amount of $3,000,000 (three million doilars) noting the Municipality of Clarington as an "additionaily insured". Any damages to any or ail properties as a result of the Work performed by the Contractor, will be repaired at the expense of the contractor to the satisfaction of the Director of Community Services or his designate. The Contractor shall provide proof of insurance prior to commencement of the Work. .2 Fire Insurance The Contractor and Sub-contractors shail be responsible for Fire Insurance on their own plant and the equipment. .1 General Conditions .1 It is the Bidder's responsibility to obtain and pay for any permits required prior to the commencement of the Work. N.B. There is no charge to the Contractor for the Building Permit. .2 It is the Bidder's responsibility to abide by ail Provincial, Regional, and Municipal regulations regarding the transportation and disposal of the waste material involved in this Work. .3 The successful Contractor will be required to submit an anticipated "Construction Schedule" as per Supplementary General Requirements and attend a pre-construction meeting. .4 Project meetings wiil be held as required by the Municipality. Sub-contractors will be expected to attend when requested. The cost of attendance shail be included in the Tender Sum. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Instructions to Bidders Section 00100 Page 8 February 11, 2008 .5 The Contractor shall obey all Federal, Provincial and Municipal Laws, Acts, Ordinances, Regulations, Orders-in-Council and Bylaws, which could in any way pertain to the Work outlined in the Contract or to the Employees of the Contractor. Without limiting the generality of the foregoing, the Contractor shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made there under, on a Contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Contractor's obligations under this contract. .6 The whoie or any part of the contract arising from this quotation may not be assigned without the written consent of the Municipality. .7 The Contractor shall be aware of and conform to all governing regulations relating to employee health and safety. The Contractor shall keep employees and Sub- contractors informed of such regulations. .8 The Contractor is responsible to protect hislher equipment, materials and Work against damage as well as protect the public against injury by hoarding off the construction areas as necessary. .9 Monthly payments shall be made net thirty (30) days after completion of Work as outlined in monthly progress bills. .10 The Contractor will be required to submit to the Municipality a statement from the Worker's Compensation Board that all assessments the Contractor is liable to pay under the Worker's Compensation Act or successor legislation have been paid. Such statement or Certificate of Clearance shall be provided prior to the issuance of the Contractor's last payment and at any other time when requested to do so. .11 Failure or inability to comply with all the conditions set out in this Tender shall facilitate the need for the Owner or the Municipality to issue a Stop Work Order and to cancel the contract without notice. .12 The Contractor shall maintain coverage and pay all assessments under applicable Workplace Safety and Insurance Board (WSIB) legislation and regulations. A Certificate of Clearance to be submitted prior to commencement of contract and may be requested at any time during the contract. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 2 - PRODUCTS PART 3 - EXECUTION Instructions to Bidders Section 00100 Page 9 February 11, 2008 .2 Construction Schedule .1 The Contractor shall submit a Construction Schedule seven (7) days prior to construction in the form of a bar chart indicating the critical activities and dates. Modify Schedule if required by the Owner and resubmit. The Schedule format should allow plotting of actual progress against scheduled progress. .2 The Contractor shall provide a 24 hour contact person to be reached in the event of an emergency as a result of the Work being done. .3 The Contractor shall be responsible for any remediai Work as a result of the performance of this contract. If such Work has to be done by others in order to keep the area of Work or adjacent areas and neighbours safe and operational then the expense incurred will be deducted from the total contract price. .4 The Contractor will be required to complete a Notice of Project and submit to the Ontario Ministry of Labour and post original at the job site. Not used. Not used. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 1 February 11, 2008 1.0 SCHEDULE IB) STANDARD TERMS AND CONDITIONS 1.1 DEFINITIONS Municipality - The Corporation of the Municipality of Clarington, its successors and assigns. Bidder - The person, firm or corporation submitting a Bid to the Municipality. For this project only the prequalified Bidders may submit Bids. Company - The person, contractor, firm or corporation to whom the Municipality has awarded the contract, it successors and assigns. Contract - Refer to Sections 00710 and 00810. Sub-Contractor - A person, firm or corporation having a contract with the company for, or any part of, the work. Document - The document(s) issued by the Municipality in response to which Bids are invited to perform the work in accordance with the specifications contained in the document. Bid - An offer by a Bidder in response to the document issued by the Municipality. Work - All labour. materials, products, articles, fixtures, services, supplies, and acts required to be done, furnished or performed by the company. which are subject to the Contract. 1.2 SUBMISSION OF BID Bid invitation shall be in accordance with the Municipality of Clarington Purchasing By-law #2006- 127 and will apply for the calling, receiving, and opening of Bids. The Municipality will be responsible for evaluating Bids, awarding and administering the contract in accordance with the Purchasing By-law. The Bid must be submitted on the form(s) and in the envelope supplied by the Municipality unless otherwise provided herein. The envelope must not be covered by any outside wrappings, i.e. courier envelopes or other coverings. The Bid must be signed by a designated signing officer of the Bidder. If a joint Bid is submitted, it must be signed on behalf of each of the Bidders. The Bid must be legible, written in ink. or typewritten. Any form of erasure, strikeout or over- writing must be initialed by the Bidder's authorized signing officer. The Bid must not be restricted by a covering letter, a statement added, or by alterations to the document unless otherwise provided herein. Failure to return the document or invitation may result in the removal of the Bidder from the Municipality's Bidder's list. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 2 February 11, 2008 A Bid received after the closing date and time will not be considered and will be returned, unopened. Should a dispute arise from the terms and conditions of any part of the contract, regarding meaning, intent or ambiguity, the decision of the Municipality shall be final. 1.3 CONTRACT The contract consists of the documents aforementioned. The contract and portions thereof take precedence in the order in which they are named above, notwithstanding the chronological order in which they are issued or executed. The intent of the contract is that the Company shall supply work which is fit and suitable for the Municipality's intended use and complete for a particular purpose. None of the conditions contained in the Bidder's standard or general conditions of sale shall be of any effect unless explicitly agreed to by the Municipality and specifically referred to in the contract. 1.4 CLARIFICATION OF THE DOCUMENT Any clarification of the document required by the Bidder prior to submission of its Bid shall be requested through the Municipality's contact identified in the document. Any such clarification so given shall not in any way alter the document and in no case shall oral arrangements be considered. Every notice, advice or other communication pertaining thereto will be in the form of a written addendum. No officer, agent or employee of the Municipality is authorized to alter orally any portion of the document. 1.5 PROOF OF ABILITY The Bidder may be required to show, in terms of experience and facilities, evidence of its ability, as well as that of any proposed subcontractor, to perform the work by the specified delivery date. 1.6 DELIVERY Unless otherwise stated, the work specified in the Bid shall be delivered or completely performed by the Company as soon as possible and in any event within the period set out herein as the guaranteed period of delivery or completion after receipt of a purchase order therefore. A detailed delivery ticket or piece tally, showing the exact quantity of goods, materials, articles or equipment, shall accompany each delivery thereof. Receiving by a foreperson, storekeeper or other such receiver shall not bind the Municipality to accept the work covered thereby, or the particulars of the delivery ticket or piece tally thereof. Work shall be subject to further inspection and approval by the Municipality. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 3 February 11, 2008 The Company shall be responsible for arranging the work so that compietion shall be as specified in the contract. Time shall be of the essence of the contract. 1.7 PRICING Prices shall be in Canadian Funds, quoted separately for each item stipulated, F.O.B. destination. Prices shall be firm for the duration of the contract. Prices Bid must include all incidental costs and the Company shall be deemed to be satisfied as to the full requirements of the Bid. No claims for extra work will be entertained and any additional work must be authorized in writing prior to commencement. Shouid the Company require more information or clarification on any point, it must be obtained prior to the submission of the Bid. Payment shall be full compensation for all costs related to the work, including operating and overhead costs to provide work to the satisfaction 'of the Municipality. All prices quoted shall include applicable customs duty, excise tax, freight, insurance, and all other charges of every kind attributable to the work. Goods and Services Tax and Provincial Sales Tax shall be extra and not shown, unless otherwise specified herein. If the Bidder intends to manufacture or fabricate any part of the work outside of Canada, it shall arrange its shipping procedures so that its agent or representative in Canada is the importer of record for customs purposes. Should any additional tax, duty or any variation in any tax or duty be imposed by the Government of Canada or the Province of Ontario become directly applicable to work specified in this document subsequent to its submission by the Bidder and before the delivery of the work covered thereby pursuant to a purchase order issued by the Municipality appropriate increase or decrease in the price of work shall be made to compensate for such changes as of the effective date thereof. 1.8 TERMS OF PAYMENT Where required by the Construction Lien Act appropriate monies may be held back until 60 days after the completion of the work. Payments made hereunder, including final payment shall not relieve the company from its obligations or liabilities under the contract. Acceptance by the company of the final payment shall constitute a waiver of claims by the company against the Municipality, except those previously made in writing in accordance wRh the contract and still unsettled. The Municipality shall have the right to withhold from any sum otherwise payable to the company such amount as may be sufficient to remedy any defect or deficiency in the work, pending correction of it. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 4 February 11 , 2008 Payment may be made 30 days after delivery pursuant to the Bidder submitting an invoice, contract requirements being completed and work being deemed satisfactory. 1.9 PATENTS AND COPYRIGHTS The company shall, at its expense, defend all claims, actions or proceedings against the Municipality based on any allegations that the work or any part of the work constitutes an infringement of any patent, copyright or other proprietary right, and shall pay to the Municipality all costs, damages, charges and expenses, including its lawyers' fees on a solicitor and his own client basis occasioned to the Municipality by reason thereof. The company shall pay all royalties and patent license fees required for the work. If the work or any part thereof is in any action or proceeding held to constitute an infringement, the company shall forthwith either secure for the Municipality the right to continue using the work or shall at the company's expense, replace the infringing work with non-infringing work or modify it so that the work no longer infringes. 1.10 ALTERNATES Any opinion with regard to the use of a proposed alternate determined by the Municipality shall be final. Any Bid proposing an alternate will not be considered unless otherwise specified herein. 1.11 EQUIVALENCY Any opinion determined by the Municipality with respect to equivalency shall be final. Equivalent products are not permitted unless specifically noted. 1.12 ASSIGNMENT AND SUBCONTRACTING The company shall not assign or subcontract the contract or any portion thereof without the prior written consent of the Municipality. 1.13 FINANCING INFORMATION REQUIRED OF THE COMPANY The Municipality is entitled to request of the Company to fumish reasonable evidence that financial arrangements have been made to fulfill the Company's obligations under the Contract. 1.14 LAWS AND REGULATIONS The company shall comply with relevant Federal, Provincial and Municipal statutes, regulations and by-laws pertaining to the work and its performance. The company shall be responsible for ensuring similar compliance by suppliers and subcontractors. The contract shall be governed by and interpreted in accordance with the laws of the Province of Ontario. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 5 February 11 , 2008 1.15 CORRECTION OF DEFECTS If at any time prior to one year after the actual delivery date or completion of the work (or specified warranty/guarantee period if longer than one year) any part of the work becomes defective or is deficient or fails due to defect in design, material or workmanship, or otherwise fails to meet the requirements of the contract, the company, upon request, shall make good every such defect, deficiency or failure without cost to the Municipality. The company shall pay all transportation costs for work both ways between the company's factory or repair depot and the point of use. 1.16 BID ACCEPTANCE The Municipality reserves the right to award by item, or part thereof, groups of items, or parts thereof, or all items of the Bids and to award contracts to one or more Bidders submitting identical Bids as to price; to accept or reject any Bids in whole or .in part; to waive irregularities and omissions, if in so doing, the best interests of the Municipality will be served. No liability shall accrue to the Municipality for its decision in this regard. i) take possession of all work in progress, materials and construction equipment then at the project site (at no additional charge for the retention or use of the construction equipment), and finish the work by whatever means the Municipality may deem appropriate under the circumstances; Bids shall be irrevocable for 90 days after the official closing time. The placing in the mail or delivery to the Bidder's shown address given in the Bid of a notice of award to a Bidder by the Municipality shall constitute notice of acceptance of contract by the Municipality to the extent described in the notice of award. 1.17 DEFAULT BY COMPANY a. If the company: commits any act of bankruptcy; or if a receiver is appointed on account of its insolvency or in respect of any of its property; or if the company makes a general assignment for the benefit of its creditors; then, in any such case, the Municipality may, without notice: terminate the contract. b. If the company: fails to comply with any request, instruction or order of the Municipality; or fails to pay its accounts; or fails to comply with or persistently disregards statutes, regulations, by-laws or directives of relevant authorities relating to the work; or fails to prosecute the work with skill and diligence; or assigns or sublets the contract or any portion thereof without the Municipality's prior written consent; or refuses to correct defective work; or is otherwise in default in carrying out its part of any of the terms, conditions and obligations of the contract, then, in any such case, the Municipality may, upon expiration of ten days from the date of written notice to the company, terminate the contract. c. Any termination of the contract by the Municipality, as aforesaid, shall be without prejudice to any other rights or remedies the Municipality may have and without incurring any liability whatsoever in respect thereto. d. If the Municipality terminates the contract, it is entitled to: Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 6 February 11, 2008 ii) withhold any further payments to the company until the completion of the work and the expiry of all obligations under the Correction of Defects section; iii) recover from the company loss, damage and expense incurred by the Municipality by reason of the company's defauit (which may be deducted from any monies due or becoming due to the company, any balance to be paid by the company to the Municipality). 1.18 CONTRACT CANCELLATION The Municipality shall have the right, which may be exercised from time to time, to cancel any uncompleted or unperformed portion of the work or part thereof. In the event of such cancellation, the Municipality and the Company may negotiate a settlement. The Municipality shall not be liable to the Company for loss of anticipated profit on the cancelled portion or portions of the work. 1.19 QUANTITIES Unless otherwise specified herein, quantities are shown as approximate; are not guaranteed to be accurate, are furnished without any liability on behalf of the Municipality and shall be used as a basis for comparison only. Payment will be by the unit complete at the Bid price on actual quantities deemed acceptable by the Municipality. 1.20 SAMPLES Upon request, samples must be submitted strictly in accordance with instructions. If samples are requested subsequent to opening of Bids, they shall be delivered within three (3) working days following such request, unless additional time is granted. Samples must be submitted free of charge and will be returned at the Bidder's expense, upon request, provided they have not been destroyed by tests, or are not required for comparison purposes. The acceptance of samples by the Municipality shall be at its soie discretion and any such acceptance shall in no way be construed to imply relief of the company from ~s obligations under the contract. Samples submitted must be accompanied by current Material Safety Data Sheets (MSDS) where applicable. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 7 February 11, 2008 1.21 SURETY The successfui Tenderer shall, if the Municipality in its absolute discretion so desires, be required to satisfy surety requirements by providing a deposit in the form of a certified cheque, bank draft or money order or other form of surety, in an amount determined by the Municipality. This surety may be held by the Municipality until 60 days after the day on which all work covered by the contract has been completed and accepted. The surety may be retumed before the 60 days have elapsed providing satisfactory evidence is provided that all liabilities incurred by the company in carrying out the work have expired or have been satisfied and that a Certificate of Clearance from the WSIB - Workplace Safety Insurance Board has been received. The company shall, if the Municipality in its absolute discretion so desires, be required to satisfy fidelity bonding requirements by providing such bonding in an amount and form determined by the Municipality. Failure to furnish required surety within two weeks from date of request thereof by the Municipality shall make the award of the Contract by the Municipality subject to withdrawal. Refer to 00100 for specific surety requirements for this contract. 1.22 WORKPLACE SAFETY AND INSURANCE BOARD All of the Contractor's personnel must be covered by the insurance plan under the Workplace Safety and Insurance Act, 1997, or must provide an identification number from the WSIB verifying their status as an "Independent Operator". Upon request by the Municipality, an original Letter of Good Standing from the Workplace Safety and Insurance Board shall be provided prior to the commencement of work indicating all payments by the Company to the board have been made. Prior to finai payment, a Certificate of Clearance must be issued indicating all payments by the Company to the Board in conjunction with the subject Contract have been made and that the Municipality will not be liable to the Board for future payments in connection with the Company's fulfillment of the contract. Further Certificates of Clearance or other types of certificates shall be provided upon request. For Independent contractors I Owners I Operators who do not have WSIB coverage, the fOllowing shall be provided upon request by the Calling Agency: . Single Independent Contractors I Owners I Operators shall provide a letter from the Workplace Safety & Insurance Board confirming independent operator status and identification number. To obtain this, contractors must complete the form "Determining workerllndependent Operator status', issued by the Workplace Safety & Insurance Board. (For more information, please contact your local Workplace Safety & Insurance Board Office and refer to this clause.) Single Independent Contractors I Owners I Operators must also provide a certificate from the Workplace Safety & Insurance Board confirming they have purchased the optional WSIB coverage. The Municipality of Clarington has the right to reject any Bid it deems to provide insufficient coverage. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 8 February 11, 2008 1.23 INSURANCE The company shall maintain and pay for Comprehensive General Liability insurance including premises and all operations. This insurance coverage shall be subject to limits of not less than $3,000,000.00 inclusive per occurrence for third party Bodily Injury and Property Damage or such other coverage or amount as may be requested. The policy shall include the Municipality as an additional insureds in respect of all operations performed by or on behalf of the Company. A certified copy of such policy or certificate shall be provided to the municipality prior to commencement of the work. Further certified copies shall be provided upon request. 1.24 L1AB I L1TY The company agrees to defend, fully indemnify and save harmless the Municipality from all actions, suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury inciuding death to any person and all damage to any property which may arise directly or indirectly by reason of a requirement of the contract, save and except for damage caused by the negligence of the Municipality or its employees. The Company agrees to defend, fully indemnify and save harmless the Municipality from any and all charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality or any of its employees shall be made a party to any charge under the Occupational Health and Safety Act in relation to any violation of the Act arising out of this contract. 1.25 VISITING THE SITE The Company shall carefully examine the site and existing building and services affecting the proper execution of the work, and obtain a clear and comprehensive knowledge of the existing conditions. No claim for extra payment will be allowed for work or difficulties encountered due to conditions of the site which were visible or reasonably inferable, prior to the date of submission of Tenders. Bidders shall accept sole responsibility for any error or neglect on their part in this respect. 1 .26 SAFETY The Company shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to the Employees of the Company. Without limiting the generality of the foregoing, the Company shall satisfy all statutory requirements imposed by the Occupational Health and Safety Act and Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Company's obligations under this Contract. The Company shall be aware of and conform to all governing reguiations including those established by the Municipality relating to employee health and safety. The Company shall keep employees and subcontractors informed of such regulations. I I I I I I I I I I I I I .. J I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 9 February 11 , 2008 The Company shall provide Material Safety Data Sheets (MSDS) to the Municipality for any supplied Hazardous Materials. 1.27 UNPAID ACCOUNTS The company shall indemnify the Municipality from all claims arising out of unpaid accounts relating to the work. The Municipality shall have the right at any time to require satisfactory evidence that the work in respect of which any payment has been made or is to be made by the Municipality is free and clear of liens, attachments, claims, demands, charges or other encumbrances. 1.28 SUSPENSION OF WORK The Municipality may, without invalidating the contract, suspend performance by the company from time to time of any part or all of the work for such reasonable period of time as the Municipality may determine. The resumption and completion of work after the suspension shall be governed by the schedule established by the Municipality. 1.29 CHANGES IN THE WORK The Municipality may, without invalidating the contract, direct the Company to make changes to the work. When a change causes an increase or decrease in the work, the contract price shall be increased or decreased by the application of unit prices to the quantum of such increase or decrease, or in the absence of applicable unit prices, by an amount to be agreed upon between the Municipality and the Company. All such changes shall be in writing and approved by the Municipality. 1.30 CONFLICT OF INTEREST No employee or member of Council of the Municipaiity shall sell goods or services to the Municipality in accordance with the Municipality of Clarington Policy or have a direct or indirect interest in a Company or own a Company which sells goods or services to the Municipality. 1.31 MUNICIPAL FREEDOM OF INFORMATION AND PROTECTION OF PRIVACY ACT (MFIPPAI All correspondence, documentation, and information provided to staff of the Municipality of Clarington by every offerer, including the submission of proposals, shall become the property of the Municipality, and as such, is subject to the Municipal Freedom of Information and Protection of Privacy Act, and may be subject to release pursuant to the Act. Offerers are reminded to identify in their proposal material any specific scientific, technical, commercial, proprietary, or similar confidential information, the disclosure of which could cause them injury. Complete proposals are not to be identified as confidential. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 10 February 11, 2008 1.32 CRIMINAL BACKGROUND CHECKS "The successful service provider covenants and agrees to provide the Municipality of Clarington, or such other entity as the Municipality may designate, with written consent to perform a criminal background check including Criminal Code (Canada) convictions, pardoned sexual offences, records or convictions under the Controlied Drugs and Substances Act, Narcotics Control Act and Food and Drugs Act and all outstanding warrants and charges for every individual who may come into direct contract with youth or who are permitted entrance to private or restricted areas or residences. This will be done at no cost to the Municipality and any such requested document will be stJbmitted to the Municipality in its true form in advance of commencement of work. The Municipal issued identification card must be worn when individuals are at a site where there is direct contact with youth or where access to any private or restricted area is anticipated. The Municipal identification card is valid for the term of the contract only or a one year term, whichever comes first. Under the terms of the contract, the Municipality has the sole and unfettered discretion to prohibit an individuai from coming into direct contact with youth or entering a private or restricted area on a regular basis and to terminate the contract if the Bidder/partner fails to obtain or renew the Municipal identification cards according to Municipal policy and procedure. The Municipality of Clarington reserves the . right to cancel and/or suspend the contract immediately and unilaterally and without penalty to the Municipality should the service provider fail to ~ovide the required documentation or otherwise adhere to this procedure. "The Chief Administrative Officer has the finai say in determining any final action." I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 11 February 11, 2008 2.0 SCHEDULE IC} CONTRACTOR SAFETY 2.1 POLICY AND PROCEDURE .1 Related Work: Refer as well to 01545 and 01706. 2.2 POLICY Contractors and Sub-Contractors are responsible to ensure that their personnel are updated on all safety concerns of the workplace and are aware of the safety requirements as required by the Contractor under the Occupational Health and Safety Act. Safety performance will be a consideration in the awarding of contract. Under the Occupational Health and Safety Act (Section 23 (1), (2)), it is the constructor's responsibility to ensure that: . the measures and procedures prescribed by the Occupational Health and Safety Act and the Regulations are carried out on the oroiect; . every employer and every worker performing work on the oroiect complies with the Occupational Health and Safety Act and the Regulations (under the Act); and . Where so prescribed, a constructor shall, before commencing any work on a project, give to a Director notice in writing of the project containing such information as may be prescribed. 2.3 DEFINITIONS Contractor - any individual or firm engaged by the Municipality to do work on behalf of the Municipality Project - means.a construction project, whether public or private, including: . the construction of a building, bridge, structure, industrial establishment, mining plant, shaft tunnel, caisson, trench, excavation, highway, railway, street, runway, parking lot, cofferdam, conduit, sewer, watermain, serVice connection, telegraph, telephone or electrical cable, pipe line, duct or well, or any combination thereof; . the moving of a building or structure; and . any work or undertaking, or any lands or appurtenances used in connection with construction. Construction - includes erection, alteration, repair, dismantling, demolition, structural maintenance, painting, land clearing, earth moving, grading, excavating, trenching, digging, boring, drilling, blasting, or concreting, the installation of any machinery or plant, and any work or undertaking in connection with a project. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 12 February 11, 2008 Constructor - means a person who undertakes a project for an owner and includes an owner who undertakes all or part of a project himself or by more than one employer. Project Manager - means the municipal management representative who has responsibility for a contract. 2.4 PROCEDURE The following items are required before any Contractors are hired by the Municipality: a) Before beginning a project, the project manager or designate must determine whether any designated substances/hazardous materials are (or will be) present at the site and prepare a list of all these substances. b) The project manager or designate must include, as part of the request for tender/quotations, a copy of the above mentioned list. The list of designated substances/hazardous materials must be provided to all prospective constructors and/or contractors. c) The request for tender/quotations will require prospective contractors to include a list of the designated substanceslhazardous materials that will be brought onto the work site and material safety data sheets. d) Before awarding a contract, the contractor(s) will be required to complete and sign the Health and Safety Practice Form (Schedule "N). The Purchasing Office will maintain all contractors' safety performance records. e) As part of the tender/quotation conditions, before award of a contract, the contractor must provide details of their Health and Safety program. f) The project manager or designate, if necessary, will provide the successful contractor with a workplace orientation which will include, but not be limited to identifying known potential hazards, hazardous material inventory and material safety data sheets for the sites. g) Before the start of the assignment the following documentation will be provided to the successful contractor, by the project manager or delegate: i) copies of the Municipal Corporate Health and Safety Program i1) departm ental health and safety policies Iii) workplace procedures regarding health and safety practices h) The contractor has the responsibility to provide any and all prescribed personal protective equipment for their own workers, to include as a minimum but not limited to hard hats and safety boots. If a worker(s) fails to comply with any program, policy, rule or request regarding health and safety, that person(s) is not allowed on the site until the person(s) complies. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 13 February 11, 2008 i) The Municipality will retain the right to document contractors for all health and safety warnings and/or to stop any contractors' work if any of the previously mentioned items are not in compliance. Similarly, the Municipality will have the right to issue warnings and/or to stop work if there are any violations by the contractor of the Occupational Health and Safety Act, Municipal Health and Safety programs, policies, rules, and/or if the contractor creates an unacceptable health and safety hazard. Written warnings and/or stop work orders can be given to contractors using Contractor Health and Safety Warning/Stop Work Order Form (Schedule "B"). j) Where applicable, the Municipality will retain the right to allow municipal employees to refuse to work in accordance with the established policy and the Occupational Health and Safety Act, in any unsafe conditions. k) The Purchasing Department will maintain current certificates of clearance until all monies owing have been paid to the contractor. I) Responsibility for ensuring contractor compliance to this policy falls upon the project manager or designate. This will Include identification, evaluation and control practices and procedures for hazards and follow-up and issuing of Contractor Health and Safety Warning/Stop Work Orders. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 14 February 11, 2008 I I I I I I I I I I I I I I I I I I I 2.5 HEALTH AND SAFETY PRACTICE FORM To Contractor( s): The Municipality of Clarington is committed to a healthy and safe working environment for all workers. To ensure the Municipal workplace is a healthy and safe working environment, contractors, constructors and subcontractors must have knowledge of and operate in compliance with the Occupational Health and Safety Act and any other legislation pertaining to employee health and safety. In order to evaluate your company's health and safety experience, please provide the accidentJincident and/or Workplace Safety Insurance Board (WSIB) information noted below, where applicable. . The New Experimental Experience Rating (NEER) - The WSIB experience rating system for non-construction rate groups ... ... ...... ... -" ... ... ...... ... ... ... ... ,.. ... .., ...... ......... ..... . The Council Amended Draft #7 (CAD-7) Rating - The WSIB experience rating system for construction rate groups ....................................................................... . Injury frequency performance for the last two years - This may be available from the contractor's trade association. ....................................................................... . Has the contractor received any Ministry of Labour wamings or orders in the last two years? (If the answer is yes, please include the infraction). . Confirmation of Independent Operator Status - The WSIB independent operator number assigned: (The successful Bidders to include the letter confirming this status and number from WSIB prior to contract awam). I I I I I I I I I I I . I I I I I I I N ewcaslle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 15 February 11, 2008 2.6 CONTRACTOR'S STATEMENT OF RESPONSIBILITY As a contractor working for the Municipality of Clarington, I/we will comply with all procedures and requirements of the Occupational Health and Safety Act, Municipal safety policies, department and site specific polices and procedures and other applicable legislation or regulations. I/we will work safely with skill and care so as to prevent an accidental injury to ourselves, fellow employees and members of the public. 1. The Contractor/successful Tenderer certifies that it, its employees, Its suppliers, its sub- contractors, their suppliers, and their employees: a) are aware of their respective duties and obligations under the Occupational Health and Safety Act, as amended from time to time, and all Regulations thereunder (the "Act"); and b) have sufficient knowledge and training to perform all matters required pursuant to this contract/tender safely and in compliance with the Act. 2. In the performance of all matters required pursuant to this contract/tender, the contractor/successful Tenderer shall: a) act safely and comply in all respects to the Act, and b) ensure that its employees, its subcontractors and their employees act safely and comply with all aspects with the Act. 3. The contractor/successful Tenderer shall rectify any unsafe act or practice and any non- compliance with the Act at its expense immediately upon being notified by any person of the existence of such act, practice or non-{;ompliance. 4. The contractor/successful Tenderer shall permit representatives of the Municipality and the Health and Safety Committee on the site at any time or times for the purpose of inspection to determine compliance with this contract/tender. 5. No act or omission by any representative of the Municipality shall be deemed to be an assumption of any of the duties or obligations of the contractor/successful Tenderer or any of its subcontractors under the Act. 6. The contractor/successful Tenderer shall indemnify and save harmless the Municipality: a) from any loss, inconvenience, damage or cost to the Municipality which may result from the contractor/successful Tenderer or any of its employees, its subcontractors or their employees failing to act safely or to comply in all respects with the Act in the performance of any matters required pursuant to this contract/tender; b) against any action or claim, and costs related thereto, brought against the Municipality by any person arising out of any unsafe act or practice or any non- compliance with the Act by the contractor/successful Tenderer or any of its employees, its subcontractors or their employees in the performance of any matter required pursuant to this contract/tender; and Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 16 February 11, 2008 c) from any and all charges, fines, penalties and costs that may be incurred or paid by the Municipality (or any of its council members or employees) shall be made a party to any charge under the Act in relation to any violation of the Act arising out of this contractltender. Contractor Name of Person Signing for Contractor Signature of Contractor Date I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Standard Terms and Conditions Section 00200 Municipality of Clarington Municipality of Clarington Page 17 SZA Project No. 0633 February 11 , 2008 Tender #CL2008-7 I Schedule "B" I CONTRACTOR HEALTH AND SAFETY WARNING/STOP WORK ORDER The purpose of this form is to: (Issuer to check one of the fOllowing) I o Provide warning to the contractor to immediately discontinue the unsafe work practices, if it affects our workplace, described below. I o Direct the contractor to immediately cease all work being performed under this contract due to the unsafe work practice described below. I FAILURE TO COMPLY WITH THIS WARNING/STOP WORK ORDER SHALL CONSTITUTE A BREACH OF CONTRACT. I PART "A" - DETAILS OF CONTRACT I CONTRACTOR/P.O. # DESCRIPTION: I I NAME OF FIRM: I I I I I I I I I Newcastle Branch Library Standard Terms and Conditions Section 00200 Municipality of Clarington Municipality of Clarington Page 18 I SZA Project No. 0633 February 11, 2008 Tender #CL2008-7 PART "B" . DETAILS OF INFRACTION (TO BE COMPLETED BY ISSUER) I DATE AND TIME OF INFRACTION 1 DESCRIPTION OF INFRACTION, INCLUDING LOCATION: I I ORDER GIVEN BY MUNICIPALITY: I I DID THE CONTRACTOR COMPLY WITH THIS ORDER? I DATE AND TIME OF COMPLIANCE: I ISSUED TO: I CONTRACTOR'S EMPLOYEE TITLE ISSUED BY: MUNICIPAL EMPLOYEE DEPARTMENT TITLE I PART "C. - ADDITIONAL COMMENTS I THIS SECTION TO BE USED INTERNALLY TO RECORD ADDITIONAL COMMENTS SUBSEQUENT I TO ISSUING THE WARNING/STOP WORK ORDER, I.E. DATE AND TIME WORK RESUMED, FURTHER ACTION TAKEN, ETC. . I Note: Schedules D and E not used. I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 19 February 11, 2008 SCHEDULE "F" INFORMATION SHEET BIDDER'S REFERENCES Year Description of Contract Name of Organization Contact Person Telephone Number Value of Contract Year Description of Contract Name of Organization Contact Person Telephone Number Value of Contract Please provide detail as to Bidder's financial responsibility, (banker, etc.), references, auditor's name and address, etc., Newcastle Branch Library Municipality of Ciarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 20 February 11, 2008 SCHEDULE "F" NOTICE OF "NO BID" CLOSING DATE IMPORTANT - PLEASE READ THIS It is important to the Municipality to receive a reply from all invited Bidders. There is no obligation to submit a quotation/tender, however, should you choose not to Bid, completion of this form will assist the Municipality in determining the type of goods or services you are interested in Bidding on in the future. INSTRUCTIONS If you are unable, or do not wish to Bid on this quotation/tender please complete the following portion of this form. State your reason for not Bidding by checking yes or no in the applicable line or by explaining briefly in the space provided. It is not necessary to return any other quotation/tender documents. Just retum this completed form in the enclosed quotation/tender envelope prior to the official closing time and date. Yes/No 1. We do not manufacture/supply this commodity 2. We do not manufacture/supply to this specification 3. Unable to quote competitively 4. Cannot handle due to present plant loading 5. Quantity/job too large 6. Quantity/job too small 7. Cannot meet delivery/completion requirements 8. Agreements with distributors/dealers do not permitus to sell directly 9. Licensing restrictions Other reasons or additional comments: Do vou wish to Bid on these coods/services in the future? Yes/No For Municipality Use Only Do Not Write In This Space Company Name: Address: Telephone: Position: I I I I I I I I I I I I ,I I I I I I I I I I I I I I I I , I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Standard Terms and Conditions Municipality of Clarington Section 00200 Page 21 February 11 , 2008 SCHEDULE (G) FAX COVER PAGE QUESTIONS FOR CLARIFICATION To: The Municipality Of Clarington Purchasing Office 40 Temperance Street Bowmanville, Ontario L 1 C 3A6 DATE: TIME: FAX NUMBER: (905) 623-3330 From: Company Name: Contact Name: Telephone: Fax: Reference to Section on Page Number of this Proposal. Question: Total Number of Pages including cover I I I I I I I I I I I I I I I I I I I . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Existing Conditions Data Section 00220 Page 1 February 11, 2008 1.1 General 1.2 Sub-surface Conditions .1 Thorough investigation of existing conditions through examination of the Project Site, areas which are affected by the Work, examination of documentation made available by the Owner for inspection, and requirements of authorities having jurisdiction for the Project Site and Work is the sole responsibiiity of the Bidder. .1 All information relating to subsurface conditions to the project site with respect to the Work must be obtained by the Contractor directiy from personal inspection of the Site and the Site Investigation Data availabie. .2 The Contractor is responsible for thorough inspection of the subsurface conditions as Work proceeds, and notification of the Consultant when such conditions may vary from conditions anticipated by the subsurface investigation reports. .3 A copy of the Owner's Sub-surface Investigation Report will be distributed separately to the Bidders (Volume 3). I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fair Wage Policy Section 00250 Page 1 February 11, 2008 FAIR WAGE POLICY FOR ICI CONTRACTS POLICY STATEMENT On all Industrial Commercial Institutional Construction Contracts with the Municipality, every Contractor and Sub-Contractor shall payor provide wages, benefits and hours of work to their Empioyees, in accordance with the "Fair Wage Policy for ICI Contracts" and the Fair Wage Schedule of the Corporation of the Municipality of Clarington. Failure to comply with the Fair Wage Policy may result in restricted ability to bid on Municipal construction business. DEFINITIONS In this policy wherever a term set out below appears in the text of this policy with its initiai letters . capitalized, the tenm is intended to have the meaning set out for it in this DEFINITION section. Wherever a tenm below appears in the text of this policy in regular case, it is intended to have the meaning ordinarily attributed to it in the English language. a) "Municipality" means the Corporation of the Municipality of Clarington, and, where the context allows, its officers, officials, employees and agents or any of them. b) "Municipal Council" means the elected Municipal Council of the Municipality. c) "Contractor" means any person, firm or corporation having a contract with the Municipality for the performance of ICI construction work, but does not include any person, firm or corporation that only supplies materials for the Construction Contract. d) "Construction Contract" means any ICI construction of an estimated value of at least one million ($1,000,000.00) dollars (exclusive of GST, administration and related costs), entered into between the Municipality and a Contractor and includes the various sub-contracts to that contract. Construction Contracts which were initially tendered and awarded under the one million ($1,000,000.00) dollar threshold (exclusive of GST, administration and related costs) but exceeded this upset limit due to owner requested changes or other unknown change orders after the award of the contract, are exempt from this policy. e) "Audit Services" means the review of tender submissions of any or all bids at time of tender and records of low bid contractors and sub-contractors to ensure compliance. Audit services may be perfonmed by the City of Toronto or alternate designated by the Municipality of Clarington. f) "Employees' means those persons employed by the Contractor or Sub-Contractor in positions, classifications (trades or any combination of those) identified in the Fair Wage Schedule, for the perfonmance of construction work on a Construction Contract with the Municipality, or any sub- contract. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fair Wage Policy Section 00250 Page 2 February 11, 2008 g) "Fair Wage Schedule" means the schedule of wages, benefits and hours of work for the performance of construction work on all MunicipallCI Construction Contracts as approved and as amended from time to time as based on the Ontario Labour Relations Geographical Board Area g. h) "Fringe Benefits" includes such benefits as company pension plans, extended health care benefits, dental and prescription plans, etc. It does not include legislated payroll deductions such as C.P.P., E.H.T., W.S.1.B. or E.1.C., O.H.1.P. i) "ICI" is an acronym abbreviation for "Industrial, Commercial and/or Institutional". j) "Registered Complainf means a written complaint from an identified source which alleges that a Contractor or Sub-contractor has violated this Fair Wage Policy. Registered Complaints must be submitted, in writing, to the Purchasing Manager of the Municipality of Clarington. k) "Sub-contractor" means any person, firm or corporation performing work for a Contractor or one of the Contractors or other Sub-contractors who has a Construction Contract with the Municipality, but does not include any person, firm or corporation that only supplies materials for the Construction Contract. I) "Sub-contract" means any contract between a Contractor and any of that Contractor's Sub- contractors with a firm, person or corporation for work in accordance with a Construction Contract. The term excludes contracts for material supplies only. m) "Term". This policy is in effect for a term of twelve (12) months from Council ratification, after which it will be referred back to Council for review. PROCEDURES 1.a) The Purchasing Manager or designate will prepare and review the Fair Wage Schedule from time to time and after consultation with the audit service provider, those amendments to the Fair Wage Schedule which are required to reflect the prevailing wages, benefits and hours of work in the construction industry in the geographical area of the Municipality will be made by the Purchasing Manager. b) The Purchasing Manager or designate will review the Fair Wage Policy from time to time and recommend to Council any substantive required amendments to the Fair Wage Policy. Minor , amendments may be made after consultation with the audit service provider. c) The Purchasing Manager for the Municipality or designate will co-ordinate, as necessary, the preparation of information reports to Council regarding complaints investigated and audits performed pursuant to the Fair Wage Policy. 2. The Municipality shall make available through its tender call, to every person bidding on the Municipality's ICI Contracts, the then current Fair Wage Policy and Fair Wage Scheduie and shall inciude in contract documents and/or provide copies of them to the bidders, or make them available through the Municipality's web page. The Contractor and its Sub-contractors shall not be responsible for any Fair Wage Schedule rate increases which occur after the closing of the tender for the Municipal Construction Contract on which the Contractor is the successful bidder. I I I I I I I I I I I I I I I I I I 'I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fair Wage Policy Section 00250 Page 3 February 11, 2008 3. For all ICI Contracts with the Municipality, the Contractor shall provide to the Municipality, in a form acceptable to the Municipal Solicitor or designate, notification that the Contractor and its Sub-contractors are in compliance with the Fair Wage Policy and the Fair Wage Scheduie. This notification shall be provided to the Municipality after substantial performance of the Construction Contract as defined in the Ontario Construction Lien Act. R.S.O. 1990, c C.30, as amended, including successor legislation. 4.a) A Contractor is fully responsible for ensuring that all of its Sub-contractors comply with the Fair Wage Policy and Fair Wage Schedule. A Sub-contractor is fully responsible for ensuring that all of its Sub-contractors comply with the Fair Wage Policy and the Fair Wage Schedule. b) A Contractor must provide all of its Sub-contractors with a copy of the Fair Wage Policy and Fair Wage Schedule before any construction work is performed by the Sub-contractors. c) Contractors and Sub-contractors can not subcontract any portion of the contract for less than the fair wage rates. 5. From time to time, the Municipality of Clarington wiil engage the selVices of the City of Toronto or alternate auditing selVices to conduct investigations on their behalf. 6. The Fair Wage Rates will be based on the Ontario Labour Relations Geographical Board Area 9. 7. Contractors and Sub-contractors shall not discriminate because of race, ancestry, place of origin, colour, ethnic origin, citizenship, religion, creed, sex, sexual orientation, age, record of offences (provincial offences and pardoned federal offences), marital status, family status or handicap. 8. LEGISLATIVE COMPLIANCE ContractOrs and Sub-contractors shall obey all Federal, Provincial and Municipal Laws, Act, Ordinances, Regulations, Orders-in-Council and By-laws, which could in any way pertain to the work outlined in the Contract or to the Employees of the Company. Contractors and Sub-contractors shall ensure WSIB compliance and coverage in accordance with relevant legislation and the Municipality's prevailing policy. Without limiting the generality of the foregoing, Contractors and Sub-contractors shall satisfy all statutory requirements imposed by the Occupational Heaith and Safety Act and Regulations made thereunder, on a contractor, a Constructor and/or Employer with respect to or arising out of the performance of the Contractors and Sub-contractors obligations. 9. LIABILITY The Municipality of Clarington and any other designate to be fully indemnified and saved harmless from all actions, suits, claims, demands, losses, costs, charges and expenses whatsoever for all damage or injury including death to any person and all damage to any property which may arise directiy or indirectly, save and except for damage caused by the negligence of the Municipality, its employees or designate. The Contractor agrees to defend, fully indemnify and save harmless the Municipality from any and all charges, fines, penalties and costs that may be incurred or paid by the Municipality if the Municipality or any of its employees shall be made a party to any charge under the Occupational Health and Safety Act or any other Act in relation to any violation of the Act arising out of this contract. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fair Wage Policy Section 00250 Page 4 February 11, 2008 POSTING All Contractors must post in a conspicuous place on every construction project site, in a location satisfactory to the Project Manager or his designate, a copy of the Fair Wage Policy and the Fair Wage Schedule supplied to it by the Municipality which will include a telephone number by which any inquiry regarding the Fair Wage Policy or the Fair Wage Schedule, may be made to the Municipality's Purchasing Manager or designate. RECORDS 1.a) The Contractor must keep records of the names, addresses, wages paid, benefits paid or provided and hours worked for all of its employees. b) The Contractor shall make these records available for inspection by the Municipality upon the request of the Municipality for a period of seven (7) years after final completion of the Construction Contract. The Municipality will only be permitted access to these records upon receipt of a Registered Complaint. 2. The Contractor shall, in any agreement with a Sub-contractor, require the Sub-contractor to comply with all subparagraphs below. a) The Sub-contractor shall keep records of the names, addresses, wages paid, benefits paid or provided and hours worked for all of its employees. b) The Sub-contractor shall make lhese records avaiiable for inspection by the Municipality within five (5) days to the date of the Municipality's request. The Municipality will only be permitted access to these records upon receipt of a Registered Complaint, and only for a period of seven (7) years after final completion of the Construction Contract. c) The Sub-contractor shall also require its Sub-contractors to assume the same obligations in reiation to their own Employees. 3. Faiiure to provide these records or faiiure to co-operate as required by this Policy may result in the Contractor or Sub-contractor being subject to the CONSEQUENCES OF NON-COMPLIANCE prOVisions of this Fair Wage Policy. COMPLAINTS 1. Any Contractor, Sub-contractor or Empioyee that tendered on that awarded Construction Contract by the Municipality, may submit a Complaint against that tender award to the Municipality with respect to any Contractor or Sub-contractor on that project. Registered Complaints should be submitted at the earliest time but no later than fifteen (15) days following the: a) substantial performance of relevant Construction Contract where a complaint is being made against a Contractor; or b) substantial completion of relevant Sub-contract to a Construction Contract where a complaint is being made against a Sub-contractor. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fair Wage Policy Section 00250 Page 5 February 11, 2008 2. Upon receipt of a Registered Complaint, together with payment of an investigation fee of $2,500.00, in the form of a certified cheque, the Municipality shall take such action as it deems necessary to determine whether the Contractor and Sub-contractor involved or named in the Registered Complaint is in compliance with the Fair Wage Policy and the Fair Wage Schedule. If upon investigation, the Registered Complaint is found to be substantiated, the fee of $2,500.00 will be refunded to the person, company or corporation filing the complaint. If the complaint is found to be unsubstantiated, the fee will be retained by the Municipality to cover administrative costs of the investigation and audit process. ' The Municipality may, at its discretion, waive the fee in cases where an employee of the Contractor or Sub-contractor working on the construction project issues the complaint. 3. The Municipality's Purchasing Manager or designate shall inform the complainant and any Contractor or Sub-contractor involved or named in the complaint, or the results of the Municipality's determination of Contractor's and/or Sub-contractor's compliance or non- compliance with the Fair Wage Policy or Fair Wage Schedule, or both by ordinary mail. The decision of the Purchasing Manager or designate is final. INSPECTION AND AUDITS 1. The Municipality retains the right to inspect and audit the payroll records (as referred to in the RECORDS section of the Fair Wage Policy) of the Contractor or Sub-contractor at any time during the period of the Construction Contract and up to seven (7) years after the Construction Contract has been completed, as deemed necessary by the Municipality. The Contractor shall supply certified copies of any records whenever requested by the Municipality within five (5) business days.. ,After completion of the Construction Contract, the Municipality will only be permitted access to these records upon its receipt of a Registered Complaint of non-compliance of a Contractor or Sub-contractor under the Fair Wage Policy. COMPLIANCE 1. A Contractor or Sub-contractor shall be in compliance with the wage requirements of the Fair Wage Policy when it pays to its Employees wages, vacation and holiday pay, fringe benefits equal to or greater than the amount set out in the most recently approved Fair Wage Schedule. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fair Wage Policy Section 00250 Page 6 February 11, 2008 CONSEQUENCES OF NON-COMPLIANCE 1. The Municipality's Purchasing Manager or designate, upon determining that a Contractor or Sub- contractor is in non-compliance of the Fair Wage Policy or the Fair Wage Schedule, shall undertake the actions set out in subparagraphs (a) and (c) and may undertake the action set out in subparagraph (b). a) The Municipality shall advise the Contractor and/or Sub-contractor, in writing, sent by ordinary mai~ that it has been determined that the Contractor or Sub-contractor is in non-compliance, providing the detaii of that non-compliance. The notice shall stipulate that the Contractor and/or Sub-contractor is required to compiy and/or immediateiy pay (retroactively) wages to its workers according to the Fair Wage Schedule applicable at the time of the Construction Contract award, as applicable. If a Contractor or Sub-contractor is provided with notice in accordance with this subparagraph, the fact shall be recorded as an occurrence of non-compliance. b) The Municipality may withhold an amount of funds equal to the amount by which the Contractor and/or Sub-contractor has benefited from its non- compliance from any payment owed by the Municipality to the Contractor untii such time as the Contractor or Sub-contractor complies. c) The Municipality shall assess the base cost of $2,500.00 for the Municipality's inspection, audit or other action as deemed necessary by the Municipality as a result of the determination of non- compliance of the Contractor and/or Sub-contractor, and may deduct that amount from any payment owed by the Municipality to the Contractor. In addition, the Contractor shali be responsibie for all of the Municipality's costs beyond the base cost of $2,500.00, to be payable immediately upon demand. 2. Where a Contractor or Sub-contractor has been determined to be in non- compliance with the Fair Wage Schedule for the first time in a five (5) year period, the Municipality's Purchasing Manager or designate may require that Contractor or Sub-contractor, on the next three (3) Municipal Construction Contracts on which the Contractor or Sub-contractor performs construction work, to submit an accountanfs report which verifies the Contractor's or Sub- contractor's compliance with the Fair Wage Policy and the Fair Wage Schedule. The account's report shall be in a form satisfactory to the Municipality's Director of Corporate Services or designate and shall be submitted after substantial performance of the Construction Contract as defined in the Construct/on Lien Act, R.S.O., c. C.30, as amended, including successor legislation. 3. Where a Contractor or Sub-contractor has been determined to be in non- compliance with the Fair Wage Schedule for a second or subsequent time within a five (5) year period from the date of the first determination of non- compliance by the Municipality's Purchasing Manager or designate, the Municipality may: a) refuse to accept bids, quotations or proposals from that Contractor on Municipal Construction Contracts for a period of two (2) years, save and except any Construction Contract the Contractor may currently have with the Municipality. b) not allow that Sub-contractor to perform any construction work on any Municipal Construction Contract for a period of two (2) years, save and except any Construction Contract on which the Sub-contractor may currently be performing construction work. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r r Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Fair Wage Policy Section 00250 Page 7 February 11, 200B 4. The Municipality's Purchasing Manager or designate shall make available to the public a list of all Contractors and Sub-contractors who have been determined to be in non-compliance with the Fair Wage Policy or the Fair Wage Schedule or both and are subject to restrictions in accordance with #2 and/or #3 of the CONSEQUENCES OF NON-COMPLIANCE. This list may be made available through the Municipality's web page, posted through the Durham Construction Association web page, included in ICI tender calls, posted in the Purchasing Office or other suitabie methods of posting. 5. The Municipality of Clarington's Purchasing Manager or designate will require a Contractor or Sub-contractor to substitute, at its own cost, any Sub-contractor who, on the first day that the tender for the relevant Construction Contract is available for pick-up, is named on the list referred to in #4 of the CONSEQUENCES OF NON-COMPLIANCE above, and is identified as not being allowed to perform any construction work on a Construction Contract. 6. The Municipality of Clarington or its designate is not in any way liable, obligated or responsible to any Employee, Sub-contractor, Contractor or any other person for the payment of any monies not paid by a Contractor or Sub-contractor in accordance with the Fair Policy or the Fair Wage Schedule or both and the Municipality assumes no responsibility to any Employee, Sub- contractor or Contractor or any other person for the administration and enforcement of the Fair Wage Policy or the Fair Wage Schedule or both. Any employee of the Contractor or Sub-contractor is not an employee or deemed an employee of the Municipality for any purpose. THIS POLICY SHALL BE READ WiTH SUCH GENDER OR NUMBER OR CORPORATE STATUS AS THE CONTEXT MAY REQUIRE. I I I I I I I ~ I s ~ e I lZl ~ 1.::1 I ~ I $ ~ .... I cJ .... go => I => ~ I I I I r I ~ . - " 0 '" ..,. 0 0 '0 0 ..,. '0 " '0 .. '0.. '" '" ..,. " .. "! .. '" .. ~ 0 '" '" '" .. '" ..., '" '0 - ..,. "'0 '" " I '" -0 '" '" ..., '" '" -0 vi vi -0 ..j vi <;; vi '" -.:t=r--: M ..j ~ '" '" '" '" '" '" '" '" '" '" '" '" '" ..., '" '" "'''' '" N Tn ~ '" '" '" '" '" ..,. .,., '" '" 0 0 0 .,., '" '" .. '" '" "'''' .,., " " - .,., " "! '" '" ~ ~ "! " '0 '" "1 " " "! " r<"J~ '" ~ , <;; M N '" ..j <;; '" ..., ..., N N ..., - N -0 '" vi -..., <;; - ... '" '" - '" '" '" '" '" '" '" '" '" '" '" '" '" '" "'''' '" N '" - o.l ..,. U ~ .... ""' . '0 " 0 0 '0 .,., .,., .,., '" .. .. '" " .. '0 " - ,,- .,., .. '" Z '0 '" - '" ..,. .. '" '" '" " ..,. '" '" ..,. 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CIl ""' 0 >-l ~ I I I I I I I I I I I I I I I I I r Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.1 Bidder Identification 1.2 Delivery of Bid Form 1.3 Bid Price 1.4 Validitv of Bid 1.5 Allowances .2 .3 .1 .1 SUpulated Price Bid Form Section 00300 Page 1 February 11, 2008 .1 Name of Bidder .2 Address of Bidder .1 We hereby deliver our Stipulated Price Bid to: The Corporation of the Municipality of Clarington Office of the Clerk 40 Temperance Street Bowmanville, Ontario L1C 3A6. .1 We, the undersigned, declare that we have carefully examined the Contract Documents and Addenda numbered and having examined the Place of Work, and examined all conditions affecting the Work; hereby offer to enter into a Contract to perform the Work required by the Contract Documents for the Bid Price of: dollars ($ ) in Canadian funds, which price includes all applicable taxes in force at this date (except GST). The Bid Price does not include Federal Goods and Services Tax (GST). The Bid Price includes the Ontario Retail Sales Tax. Our Bid will remain in good standing for 90 days after the closing date of Bids. We have included any Cash Allowances which are set out in Section 01001 - General Requirements. I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Stipulated Price Bid Form Section 00300 Page 2 February 11, 2008 1.6 Enclosures .1 1.7 Addenda .1 . 1.8 Performance Bond 1.9 Labour and Materials Pavment Bond 1 .10 Declarations We enclose herewith the following: .1 Letter of Consent from the Surety Company. .2 The Bid Bond as required by Section 00100. .3 The three (3) Supplementary Bid Forms 00410, 00420 and 04300. We acknowledge receipt of the following Addenda issued during the bidding period: Addendum No. dated Addendum No. dated Addendum No. dated Addendum No. dated .1 We have included (where required by covering letter) $ per $1,000.00 of the Bid Price for a 100% Performance Bond. .1 We have included (where required by covering letter) $ per $1,000.00 of the Bid Price for a 100% Labour and Materials Payment Bond. .1 We understand that the Owner will pay all Federal Goods and Services Tax payable with respect to the Contract Amount and such is not included in the Bid Price. .2 We agree to execute the Contract and provide to the Owner with satisfactory Labour and Material and Performance Bonds specified in the conditions of the contract within seven (7) days from the date of notification of acceptance of the Stipulated Price Bid. .3 We declare that no person, firm or corporation other than the undersigned has any interest in the Stipulated Price Bid or in the proposed Contract for which the Stipulated Price Bid is made. I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 .7 .8 .9 .10 Stipulated Price Bid Form Section 00300 Page 3 February 11, 2008 .4 We undertake, if our Stipulate Price Bid is accepted, to commence the Work at the job site, actively, immediately upon Owner's or authorized representative's written order to commence the Work. We deciare that we have reviewed the Schedule, and have reviewed it with ali of our sub-trades. We declare that we will meet the Schedule. We have included in our Bid any premium time required to meet the Schedule. We declare that if our offer is accepted we will meet the following milestones: .1 Bid Closing .2 Council Approval .3 Letter of Intent .4 Signing of Construction Contract by Contractor Signing by Municipality Construction Start on Site Substantial Completion DeficienciesITotal Completion March 6, 2008 April 7, 2008 April 8, 2008 .5 .6 .7 .8 April 9, 2008 April 11, 2008 April 14, 2008 May 4, 2008 May 25, 2008. .5 Our Bid is based on the above dates for Substantial Completion and Total Completion of the Main Project. If the Letter of Intent date is later than the date above, all other dates will be adjusted accordingly, with no Change in the Contract Price. .6 We hereby submit with the Bid Form an Agreement to Bond issued by a bonding company acceptable to the Owner, in a form acceptable to the Owner, obliging the bonding company to issue a Performance Bond and Labour and Materials Payment Bond as contemplated in the Instructions to Bidders. The Agreement to Bond shall be irrevocable during the Bid Acceptance Period. We have attached a completed in full the Supplementary Bid Information Forms including the following list of Appendices as supplied with the Bid Documents: .1 List of Subcontractors Appendix, S1, 00410 .2 Separate Prices Appendix, S2, 00420 .3 Contractor's Acknowledgement, 00430. We understand and agree that the Owner has no obligation to accept this bid and may refuse it for any reason whatsoever in its sole and absolute discretion and without any explanation to the undersigned. We have the authority to bind the Corporation. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Stipulated Price Bid Form Section 00300 Page 4 February 11, 2008 1 .11 Sianature of Bidder Signatures SIGNED. SEALED AND SUBMITTED for and on behalf of: Name of Bidder (apply seal above signature) Signature Name and Titie of person signing Witness signature Name and Title of person signing Date: This day of ,2008. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r r . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.1 General 1 .2 List of Sub-Contractors List of Sub-Contractors Appendix S1 Section 00410 Page 1 February 11 , 2008 .1 Document Appendix S1, List of Sub-Contractors Appendix shall form an integral part of the Bid Form. .2 Upon request by Owner, submit qualification forms for listed Sub-Contractors. .3 Once accepted, the listing must not be changed unless agreed upon in writing by the Owner. .4 All work of the trades listed below must be carried out by a Sub- Contractor who must be listed below. The trades listed below may not be done by the Contractor's own forces. .5 The Bidder declares that it has ascertained to its complete satisfaction that the Sub-Contractors listed are fully acquainted with the extent and nature of the Work involved and of the proposed construction scheduie. .6 The Owner reserves the right to accept or reject any proposed Sub-Contractors in accordance with the procedures set out in G.C. 3.8.3 and 3.8.4 (CCDC#2). .1 Fill out any Sub-Contractors who will be used in the Work of this Contract. Trade Name of Sub-Contractor Pre-Loading Excavation Site Services Concrete Forming Masonry Structural Steel Misc. Metals Millwork (06400) Asphalt Shingles TPO Roofing Metal Cladding Aluminum Windows and Doors - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 List of Sub-Contractors Appendix Sl Section 00410 Page 2 February 11, 2008 1 .3 Sionature of Bidder Signatures Automatic Sliding Entrance Doors Hollow Metal Wood Doors Gypsum Board and Steel Studs Floor Finishes Painting Main Mechanical Sub- Contractor: - Plumbing -HVAC Main Electrical Sub-Contractor: SIGNED, SEAlED AND SUBMITTED for and on behalf of: Name of Bidder Signature (apply seal above signature) Name and title of person signing Witness signature Name and title of person signing Date: This day of ,2008. I I I I I I I I I I I I I I I , I - I I I I I I I I I I I I I I I I I - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Alternate and Separate Prices Supplementary Bid Form Appendix S2 Section 00420 Page 1 February 11, 2008 1.0 Seoarate Prices .1 The following is the list of Separate Prices which are an integral part of the Bid Form: .1 All Separate Prices are added to or subtracted from the Base Bid. They do not include the G.S.T. .2 All Separate Prices include all other applicable taxes and Contractor's overhead and profit. .3 Separate items mayor may not form part of the Contract award. Owner reserves the right to reject any or all, whichever is in their best interest. .4 Cross out, add or delete (and, to, or from) as required. Seoarate Price # 1 To add to the Contract all Work required to add the radiant heating system to the project: .1 Add radiant heating system including all work, components and equipment required by both Division 15, Division 16 and all other Sections as required to have a complete and fully functional system. This includes but is not limited to: .1 All work described in Division 15 Documents .2 Required Division 16 Work .3 Coordination by all trades such as placement of concrete reinforcement and concrete .4 Flue for boiler including associated roofing work .5 Architectural provisions for accommodating radiant healing controls such as Rough Carpentry, Gypsum board, Access Doors and Millwork .6 All other required work for this system. N.B. The underslab insulation is in the Base Bid Price not this Separate Price. Add dollars ($ ) to the Stipulated Sum. 1.1 Itemized Price .1 After Bids close, Bidders will provide to the Owner (within 48 hours of a request to do so), the cost of the Work shown and itemized in Price A which has been included in the Base Bid. This information will be required as this Work is separately handled by the Municipality. . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Alternate and Separate Prices Supplementary Bid Form Appendix S2 Section 00420 Page 2 February 11, 2008 1.2 Sianature of Bidder Signatures SIGNED, SEALED AND SUBMITTED for and 00 behalf of: Name of Bidder (apply seal above signature) Signature Name and Title of person signing Witness signature Name and title of person signing Date: This day of ,2008. I I I I I I I I I I I I I I I I I .- I I I I I I I I I I I I I I r I - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Contractor's Acknowledgement Appendix S3 Section 00430 Page 1 February 11, 2008 1.1 Contractor's Acknowledoement .1 If awarded any work under this tender we agree that: .1 We will inform the Owner of the presence of any potentially hazardous materials or substances which we plan to bring to the job site, and we will provide ail applicable MSDS sheets to the Owner, if any. .2 We will clean up and remove from the job site any potentially hazardous waste or material generated by the work we perform. We will not dispose of such materials on any property owned by the Owner. .3 We will comply with the requirements of the Occupational Health and Safely Act, the Environmental Protection Act, and ail regulations under those Acts, and all other applicable statutes, and we will cause my workers to comply. CONTRACTOR Date Contractor's Signature Note: This Acknowledgment forms part of the contract to be awarded by the Owner. For the Tender to be considered, the Acknowledgment must be signed and returned with the Tender Documents. I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Contractor's Acknowledgement Appendix S3 Section 00430 Page 1 February 11, 2008 1.1 Contractor's ACknowledoement .1 If awarded any Work under this Tender we agree that: .1 We will inform the Owner of the presence of any potentially hazardous materials or substances which we plan to bring to the job site, and we will provide all applicable MSDS sheets to the Owner, if any. .2 We will clean up and remove from the job site any potentially hazardous waste or material generated by the work we perform. We will not dispose of such materials on any property owned by the Owner. .3 We will comply with the requirements of the Occupational Health and Safety Act, the Environmental Protection Act, and all regulations under those Acts, and all other applicabie statutes, and we will cause my workers to comply. CONTRACTOR Date Contractor's Signature Note: This ACknowledgment forms part of the contract to be awarded by the Owner. For the Tender to be considered, the Acknowledgment must be signed and returned with the Tender Documents. . I I I I I I I I I I I I I r , - Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender#CL2008_7 General Conditions Section 00710 Page 1 February 11, 2008 The appended document, CCDC 2, Stipulated Price Contract, 1994, form the General Conditions between. the Owner and the Contractor as amended by Supplementary General Conditions in Section 00810. I I I I I I I I I I I I I I J - Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Supplementary General Conditions Section 00810 Page 1 February 11, 2008 The Canadian Standard Construction Documents CCDC 2, 1994 for the Stipulated Price Contract consisting of the Agreement between the Owner and Contractor, Definitions, the General Conditions of the Stipulated Price Contract, Articles GC1 to GC36 inclusive and the Supplementary Conditions are a part of the Contract Documents. 1. Gen eral 2.G.C.1.1 Contract Documents 3. G.C.4.1 Cash Allowances .1 The Canadian Standard Construction Document CCDC 2, 1994 for the Stipulated Price Contract consisting of the Agreement between the Owner and the Contractor, Definitions, the General Conditions of the Stipulated Price Contract, Articles GC1 to GC36 inclusive and the Supplementary Conditions are part of the contract documents. .2 The fOlloWing Supplementary Conditions shall be read in conjunction with the General Conditions of the Contract contained in the Canadian Construction Document CCDC 2, 1994. .1 Add 1.3: "Drawings and specifications are complementary. Items shown or mentioned in one and not the other are deemed to be included in the Contract work.' .1 Add the following words to paragraph 4.1.3: "This overhead and profit, which is part of the Contract Price and not the cash allowances, shall include: .1 Salaries, wages and benefits paid for the Contractor's site personnel. .2 Salaries, wages and benefits of the Contractor's office personnel and other personnel engaged in expeditlng the production or transportation of materials and equipment. .3 Contributions, assessments, or taxes incurred for such Items as unemployment insurance, provincial health insurance, workers' ccmpensation, and Canada or Quebec Pension Plan, insofar as such cost is based on rates, salaries or other remuneration paid to employees of the contractor included In paragraphs 4.1.3.1 and 4.1.3.2. .4 The travel and subsistence expenses of the Contractor's personnel described in paragraphs 4.1.3.1 and 4.1.3.2. .5 Adjustment in premiums bond and insurance which the Contractor is required by the Contract Documents to purchase and maintain. .6 Long distance telephone and facsimile communications, celluiar telephone communications, courier services, expressage, and petty cash items incurred. - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Supplementary General Conditions Section 00810 Page 2 February 11, 2008 .7 Supply and maintenance of site trailers suitable for holding Site Meetings as well as Contractor's other requirements (including rent, furnishings, computers, office supplies, electrical power, telephone, fax, and cleaning) and toilets (including rent, electrical power, water, servicing and cleaning). .8 Supply and maintenance of temporary light, electrical service, water, power and heat." .2 Add the following paragraphs: "4.1.8 The expenditure of cash allowances shall be authorized by the Consultant by means of a Change Order wherein the work to be undertaken under the cash allowance, the schedule for implementation, and the value of work shall be identified." "4.1.9 Additional overhead and profit shall be applied only if the total of all Cash Allowances is exceeded, not if individual Cash Allowances are exceeded but not the total." 4. G.C. 5.3 .1 5.3.2: Change "five (5) days" to "thirty (30) days". 5. G.C. 6 Chanoes .1 Add new paragraphs 6.1.3 and 6.1.4 as follows: "6.1.3 No extension to Contract Time shall be granted for' changes in the Work, the approved cost of which is less than 2% of the Contract Price for any single change and less than 10% of the Contract price for all changes together, regardless of the number of Change Orders or RFls issued on the project. 6.1.4 If any change or deviation in, or omission from the Work is made by which the amount of Work to be done is decreased, or if the whole or any portion of the Work is dispensed with, no compensation is claimable by the Contractor for any loss of anticipated profits in respect thereof." 6.1.5 The Contractor shall inform the Surety Company or Companies who have issued Performance bonds for this Contract, of any changes to the Contract, so that validity of coverage of such bonds is at no time impaired. If any changes to the Contract requires adjustments of the Bonds, the Contractor shall initiate and pay for such adjustments." I I I I I I I I I I I I I I , 1 - I I I I I I I I I I I I I r , - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Supplementary General Conditions Section 00810 Page 3 February 11, 2008 .2 Add Paragraph 6.2.3., as follows: "The following fee percentage and overhead charges shall be applied to additional work ordered by the Consultant: .1 Where a change is made in work to be carried out by the Contractor's own forces and for which no contract unit prices are scheduled, the value of the additional work shall be determined by adding to the reasonable cost of the materials and labour (as assessed by the Consultant), an allowance for the Contractor's combined overhead and profit of not more than ten (10) percent of the total. .2 Where such a change is made in work to be carried out by a subcontractor, the value of the additional work shall be determined in a similar manner, the allowances for the subcontractor's overhead and profit, being not more than those set out above for the Contractor's. In such cases, the Contractor shall be permitted to add thereto an allowance in respect of combined overhead and profit of not more than five (5) percent on the total of the subcontractor's quotation. The contractor's overhead includes the cost of Supervision". .3 Contributions, assessments, or taxes incurred for such items as unemployment insurance, provincial health insurance, workers' compensation, and Canada or Quebec pension Plan, insofar as such cost is based on rates, salaries or other remuneration paid to employees of the Contractor included in paragraphs 6.3.2.1 and 6.3.2.2. .4 Travel and subsistence expense of the Contractor's personnel described in paragraphs 6.3.2.1 and 6.3.2.2. .5 Adjustment in premiums bond and insurance, which the Contractor is required by the Contract Documents to purchase and maintain. .6 Long distance telephone and facsimile communications, cellular telephone communications, courier services, expressage, and petty cash items incurred. .7 Supply and maintenance of site trailers (including rent, fumishings, computers, office supplies, electrical power, telephone, fax, and cleaning) and toilets (including rent, electrical power, water, servicing and cleaning). .8 Supply and maintenance of temporary light, water, electrical service, power and heat. .9 Overhead excludes additional premiums for bonds and insurance. - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 6. G.C. 6.3 Chanoe Directive 7.G.C.8 8. GC 11.1.1.1- General Liability Insurance 9. G.C. 11.2 Bonds 10. G.C. 5.3 Progress Payments 11. G.C. 10.4 Workers' Compensation Insurance Supplementary General Conditions Section 0081 0 Page 4 February 11, 2008 .2 Add Paragraph 6.2.4, as follows: "6.2.4 Quotations for Change Orders shall be complete in all respects. They shall not be qualified by clauses such as or similar to "We reserve the right of additional compensation and/or extension of time. We reserve the right to submit a claim for such further costs should they occur." Any clauses similar to the above included in quotations for changes in the work are deleted by this Paragraph 6.2.4. This applies as well to all sub- contractors' quotes to the General Contractor. " .1 .3 Overhead includes the following: .1 Salaries, wages and benefits paid for the Contractor's site personnel. .2 Salaries, wages and benefits of the Contractor's office personnel and other personnel engaged in expediting the production or transportation of materials and equipment. .2 Delete paragraphs 6.3.4.1, 6.3.4.2, 6.3.4.3, 6.3.4.4, 6.3.4.13 and 6.3.4.15. .1 Delete: G.C. 8.1, 8.2 and 8.3. .2 Add new G.C. 8: "The findings of the Consultant are accepted by both parties". .1 Change limit of insurance from $2,000,000.00 to $3,000,000.00. .1 Paragraph 11.2.3: Add the following: "provide Performance Bond covering 100% of the Contract Price". 'provide Labour and Materials Payment Bond for 100% of the Contract Price". .1 In sentence 5.3.1 change "ten (10) days" to "thirty (30) days". .1 In 10.4.1 add "prior to application for" before "Substantial Performance of the Work". I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I r I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Codes and APPlicable Reculations Ontario Building Code Requirements Section 01000 Page 1 February 11, 2008 .1 This Contract as required to carry out the work in accordance with Ontario Building Code 2006 Version as well as all other legislation, regulations and standards which are applicable at the project site. .2 In any work shown on the drawings and specifications appears to be in confiict with any applicable regulations, legislation, codes and standards, contact the Architect for direction before proceeding with the work. PART 2 - REVIEW OF CONSTRUCTION 2.1 Contractor's Responsibilities -.. .1 The Contractor is responsible for obtaining from the Building Department the list of all inspections required by the Building Department. .2 The notice required is a minimum of 48 hours during the work week. .3 This Contract must give required notice to the Building Department for all items required by the Building Department. .4 This Contract is responsible for any costs or schedule impacts from failure to accommodate the Building Department requirements. I I I I I I I I I I I r ~ Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 General Requirements Section 01001 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 Related Work 1.2 Contract Documents 1.3 Scope and Subdivision of Work --.. .1 Related Sections .1 Section 00100 - Instructions to Bidders: Procedures for Product A1tematives and Product substitution .2 Section 00710 - General Conditions .3 Section 00810 - Supplementary Conditions .4 Section 01535 - Temporary Facilities and Utilities .5 Section 01545 - Safety Requirements .6 Section 01560 - Temporary Controls. .1 All Contract Documents, together with all amendments, are complementary. Work specified on any of the Drawings or in any Sections of the Specifications is deemed to include all modifications and/or additions to related Work, so that the project can be fully completed for its intended purpose. .2 All Contractors and Sub-Contractors and suppliers shall carefully read and study the General Conditions of the Agreement, the Supplementary Conditions and Division 1 before commencing their respective Work. Delay and/or extra expense will not be accepted by reason of non-compliance with this requirement. .3 Specifications and other Contract Documents are generally written in imperative grammatical form. The obligations and responsibilities required by the Contract Documents are those of the Contractor except where expressly stated to be obligations of the Owner. .1 Reference in the Contract Documents to 'approval", 'selection" or other similar words, inciuding the various forms derived there from, means that the required acceptance and/or instructions shail be given by the Consultant. .2 The word "provide' means that both the supply and installation of products and/or services shall be included in the Work. .3 Whenever in these Specifications Work is requested to be rectified, repaired, made good or replaced, it shall be done so without any cost to the Owner. .4 Whenever in these Specifications the term 'and/or' is used, the Consuitant's decision shall govern which one of the possible meanings is to be derived from the sentence where that term occurs. --- Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 2 February 11, 2008 .5 The various Sections of the Specifications shall not be considered to establish contractual limits for Work done by the various Contractors or sub-Contractors. Work specified in the Specifications is divided into Sections for reference purposes only. Division of Work between Contractor and sub-Contractors is the Contractor's responsibility. The Owner and Consultant assume no responsibility to act as an arbitrator to establish limits between Sections or Divisions of the Work. .6 All Sections of Division 1 shall form an integral part of each Section of the Specifications, including those of Division 15 and Division 16. .7 The "Work Included" Sections in the Specifications are meant only as a guide for the Contractor and does not remove the responsibility from the Contractor to do a complete examination of the Documents and the site and the site conditions to determine the full extent of the Work. The Contractor is to suppiy all materials for the completion of the work. All materials are to be installed in a completely operating condition. The Contractor is to furnish all labour and equipment needed to carry out the installation of the Work. 1.4 Performed Under Seoarate Contracts .1 The term "NIC" shall be construed to mean that Work of this project which is not being performed or provided by the Contract; the term shall mean "Not in This Contract" or "Not a Part of the Work to be Performed or Provided by the Contractor". .2 "NIC" Work is indicated on the Drawings and specified herein as an aid to the Contractor in scheduling the amount of time and materials necessary for the completion of the Contract. 1.5 Items Supplied by Owner .1 General: Items to be purchased by the Owner and supplied to the site are identified on the Drawings and/or Scheduies, including the following items to be relocated and installed as part of the scope of this Contract: .1 Book security system .2 Building security system .3 Ceiling mounted video projectors .4 Book shelving .5 Loose furniture such as desks, tables and chairs .6 Telephone system .7 Data and communication cabling. .2 This Contract does install the infrastructure such as conduit back boxes, etc. for 1.5.1.1, 1.5.1.2 and 1.5.1.3. I I I I I I I I I I I , 1 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 3 February 11, 2008 .3 Owner's Responsibilities .1 Arrange for delivery of Shop Drawings, product data, samples, templates, manufacturer's instructions and certificates. .2 Arrange for and pay for delivery of products to site. .3 Inspect the deliveries jointly with the Contractor. .4 Submit claims for transportation damages. .5 Arrange for replacement of damaged, defective or missing components. .6 Pay costs for testing and certification of product. .7 Arrange for manufacturer's field services; verification, testing and commissioning. .4 Contractor's Responsibilities .1 Supply and install conduit, book boxes and other infrastructure to support installation of book and building security, and AV equipment by Owner. .2, Identify the required date for each product in the construction schedule. Schedule the delivery of these items for timely incorporation into the Work. Items should be delivered when required, neither too early nor late. .3 Review Shop Drawings, product data, samples, templates and manufacturer's instructions. Notify Consultant of any discrepancies or interference problems anticipated. .4 Supply and install required blocking and supports. This includes all blocking for shelving adjacent to walls. .5 Receive items delivered to the site. Provide equipment and labour required to unload delivery vehicle. .6 Check deliveries jointly with the Owner and verify quantities, model, colour, and manufacturer. Inspect for damaged or missing components. .7 Place items in secure storage area. Provide temporary heat, ventilation and protection. .8 Submit report to Consultant of all deliveries received including copies of bills of lading. .9 In preparation for installation unpack or uncrate items. Dispose of packing materials. .10 Uniess otherwise indicated, all items to be installed by this Contract. Installation includes setting into place, adjusting for plumb, connections to services, cleaning, testing and adjusting as required so that equipment is ready to operate and be put into service by the Owner. .11 Complete plumbing, exhaust air and electrical service connections. .12 Arrange for installation inspections required by public authorities. .13 Provide suitable protection to items after installation. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 4 February'11,2008 1.6 Discrepancies and Omissions 1.7 Examination .1 If the Contractor finds discrepancies in, or omissions from the Drawings, Specifications or other Contract Documents or has any doubt as to the meaning or intent of any part thereof the Consultant shall be notified at once. The Consultant will send written instructions of explanations. Neither the Owner nor the Consultant will be responsibie for oral instructions. .1 Make a carefui examination of the site of the Work, and investigate and be satisfied as to all matters relating to the nature of the Work to be undertaken, as to the means of access and egress thereto and there from, as to the obstacles to be met with, as to the rights and interests which maybe interfered with during the construction of the Work, as to the extent of the work to be performed and any an all matters which are referred to in the Drawings, Specifications and other Contract Documents, or which are necessary for the full and proper understanding of the Work and the condttions under which it will be performed. .2 Contractor is held to have examined site and ascertained extent and nature of conditions affecting performance of Work before tendering, including iocation of concealed/buried services that may have to be protected, removed or relocated. .3 Before commencement of work and/or ordering of equipment and materials thoroughly investigate all conditions related to the site. .4 Plan work to accommodate all requirements and limitations discovered by the above investigation so that the work can be completed without any inconvenience or additional costs. .5 The details of existing conditions and construction are based on the information available at the time of the preparation of the Contract documents. If during construction, conditions are revealed which differ from the assumed conditions, advise the Consultant before proceeding. .6 Each Sub-Contractor is to examine the substrate their work is to attach to, including a thorough examination of the Drawings, specifications and the general Contractor's as-bullts, to determine whether the substrate is compatible with their work. The initiation of their work confirms their thorough examination and acceptance of the substrate. . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 5 February 11, 2008 1 .8 Cash Allowances .1 1.9 Field Enaineerina 1.10 proiect Meetinos The following Cash A1iowances covers net cost to Sub- Contractors and General Contractor of services, products, construction machinery and equipment, freight, handling, delivery to site, unloading at site and off site, storage and other authorized expenses incurred in performing the work: .1 The Contract Price (and not the Cash Allowance) includes the General Contractor's and the Sub- Contractor's handling of the product on site, installation, coordination, submittal of Shop Drawings, overhead and profit for these Cash Allowances. Overhead includes all items listed in GC 6.3.4. .2 .3 Finish Hardware (Section 08710)............... ......... $ 25.000.00 Total of all Cash Allowances............................ $ 25,000.00 .1 Qualifications of Personnel .1 Qualified field Engineer experienced in use of survey equipment. .2 Located, confirm and protect control points prior to starting site work. Preserve permanent reference points during construction. .2 Survey Requirements .1 Establish lines and levels, locate and layout, by instrumentation. .3 Records .1 Maintain a complete, accurate log of control and survey work as it progresses. .4 Subsurface Conditions .1 Promptly notify Consultant in writing if subsurface conditions at Place of Work differ materially from those indicated in Contract documents based thereon. .2 After prompt investigation, should Consultant determine that conditions do differ materially, instructions will be issued for changes in the Work provided in Part 6 - Changes in the Work. .3 Before commencing work, check and verify all sizes, locations, grade and invert elevations, levels foundations and dimensions to ensure proper and correct installation. Verify all existing Underground Services from respective utilities. .1 Attend Site Meetings when requested by the Consultant. Regular meetings may occur minimum once per week at the Consultant's discretion. .2 Chair meetings. Issue minutes within 3 days to all parties in attendance as well as other parties designated by the Consultant. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 6 February 11, 2008 1 .11 Subm ittals .1 Administrative .1 Submit to Consultant submittals when requested and submittals listed for review. Submit in accordance with Project Schedule and in an orderly sequence so as to not cause delay in Work. .2 Work affected by submittals shall not proceed until review is complete. .3 Review submittals prior to submission to Consultant. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and coordinated with requirements of the Work and Contract Documents. .4 Each submittal shall contain Contractor's stamp identifying that this review has occurred. .5 Verify field measurements and adjacent work are coordinated. .2 Hoarding Drawings/Shoring Data .1 Drawings/Shop Drawings/Product .2 These submissions include Drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are to be provided by Contractor to illustrate details of a portion of the Work. Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connection, explanatory notes and other information necessary for completion of Work. Adjustment made on Shop Drawings by Consultant will not change the Contract Price. Make changes in Shop Drawings as Consultant may require. Submit a minimum of eight (8) prints of Shop Drawings for each requirement requested in Specification Sections and as Consultant may reasonably request. Submit eight (8) copies of product data sheets or brochures for requirements requested in specification Sections and as Consultant may reasonably request where Shop Drawings will not be prepared due to standardized manufacture of product. Each Submittal must be certified correct by submitting trade before submission. Shop Drawings not so certified will be rejected. Review of Submittals is for sole purpose of ascertaining conformance with general design concept. This review shall not mean that Engineer approves detail design inherent in Shop Drawings, responsibility for which shall with Contractor and such review shall not relieve Contractor of his responsibility for meeting all requirements of Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at site, for information that pertains solely to fabrication processes or to techniques of construction and installation and for co-ordination of work of all trades. .3 .4 .5 .6 .7 .8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 7 February 11, 2008 .9 Submittals for Scaffold Drawings Hoardings and Shoring are to be designed and stamped by Engineer licensed in Ontario. .3 Mock-Ups .1 Where specified or when requested by the Architect, carry out a full size mock-up of a representative piece of the work. Include all components and materials in the mock-up. Inciude where directed the full finish system. .2 After review by the Consuitant, make any required adjustments to the mock-up. .3 When accepted, the mock-up becomes the project standard for the work (subject to the requirements of the Contract documents). .4 Where feasibie the Consultant may allow the mock-up to be part of the finished work. .4 Request For Information (RFI's) .1 Contractor shall thoroughly review Contract documents in advance of the progress of the construction so that the schedule includes a minimum of 20 working days to allow for the consuitant to answer RFls. It is also recognized that complex RFls only require more than 20 days. Complex RFls include RFls which include more than one discipline. Contractor shall be pro-active in planning the work to ensure that more than 20 working day response time is allowed for Consultant responses for complex RFls. .2 Contractor shall manage the issuing of RFls to facilitate responses by the Consultant Team. When several RFls are issued at the same time, Contractor shall indicate which are the priority. Contractor shall highlight any RFls which are on the critical path. .3 We recognize that from time to time emergencies will occur and the consuitantteam will make their best effort to provide faster answers when this occurs. However, the schedule shall not depend on this. .4 Complete RFls and RFls involving the work of more than one discipline may require longer additional time to answer. Account for this in your Project Schedule. .5 Maintain a Request for Information system for questions regarding ciarifications. A Request for Information (RFI) will be a written document that includes, as a minimum, the following details: .1 Date, number and author's name. .2 References to Drawings and/or specifications. .3 Location of the Work item in question. .4 Complete description of the question. .5 Affect this item will have on other Work. .6 Suggestions to resolve this question. .7 Date that response information is required. An RFI form is to be prepared with headings and spaces for this information to be filled in. Provide blank space at bottom of form for hand written responses. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 8 February 11 , 2008 1.12 Schedule .5 Record Drawings .1 After award of Contract, Consultant will provide a set of Drawings for purpose of maintaining record Drawings. Accurately and neatly record deviations from Contract Documents caused by site conditions and changes ordered by Consultant as they occur. .2 Record locations of concealed components of mechanical and electrical services as they are uncovered. .3 Identify Drawings as "Project Record Copy". Maintain in new condition and make available for review on site by Consultant. .4 On completion of Work and prior to final inspection, transfer all changes to the Record Drawings onto AutoCAD files provided by Consultant. Turn AutoCAD Record Drawings to the Owner. .1 Schedules .1 Provide the following: .1 Construction Progress Schedule including a Submittal Schedule for Shop Drawings, Samples and Mock-Ups. .2 Cash Flow Schedule. .2 Format .1 Prepare schedule in form of horizontal bar chart using Microsoft Project. .2 Provide separate bar for each trade or operation. Provide additional breakdown as required or as requested by Consultant. .3 Provide horizontal time scale identifying first work day of each week. .4 Format for listings: Chronological order of start of each item of Work. .5 Include in the Section a detailed breakdown of the work required to achieve Substantiai Completion. The minimum heading to include are: .1 Commissioning .2 Training and Systems Demonstration .3 As-Bullts .4 Operation and Maintenance Manuals .5 All required reviews and permits by Authorities Having Jurisdiction. .6 The Schedule shall include a critical path for the proj ect. .3 Submission .1 Submit initial schedules within ten (10) days after award of Contract in both digital (useable Microsoft files without disclaimers, not pdfs) and 11" x 17" hard copy format. .2 Submit one (1) opaque reproduction, plus two (2) copies to be retained by Consultant. .3 Consultant will review schedule and return reviewed copy within ten (10) days after receipt. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 9 February 11, 2008 .4 Resubmit finalized schedule within seven (7) days after return of reviewed copy. .5 Prepare a separate submittal schedule for Shop Drawings, samples and mock-ups. Include ali Shop Drawings, samples and mock-ups on the list and incorporate the review time required within the schedule. The Submittal Schedule shall include a critical path coordinated with the project critical path. The first draw will not be processed until the Submittai Schedule is submitted. .4 Updating the Schedule .1 The schedule will be reviewed at each project site meeting. .2 With each progress draw the Contractor shall attach a signed statement and two (2) copies of an updated schedule which shows actual progress by the original schedule including the critical path. .3 Where the project falls behind schedule a description of what remedial action is being taken by the Contractor to retain the project onto the original schedule. .5 Schedule submittals so that matenals and equipment is ordered and on site well in advance of required time by the Schedule. In planning submittals use the following minimum times: .1 Contractor's review and transfer to Consultant Ten (10) working days. .2 Logging by Prime-Consultant and transfer to Sub- Consultant: Five (5) working days. .3 Consultant's review and return to Contractor: Twenty (20) working days. .4 Contractor's review and return to Sub-Contractor: Five (5) working days. .5 Revisions and re-submittal: Ten (10) working days .6 Contractor's review and transfer to Consultant Five (5) working days. .7 Second review by Consultant Team: Fifteen (15) working days. .8 All days referred to above are working days. .6 While it may be possible in certain circumstances to reduce the above times, they are the minimum time to be allowed in planning the Project Schedule. .7 For more complex Shop Drawings the Consultant will require a reasonable amount of additional time. Make allowances for this in the Project Schedule. .8 The Schedule of Submittal shall list each Specification Section, the submittals required, the above time frames (as a minimum) and the key dates required to meet the Project Schedule. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 10 February 11, 2008 1.13 Quality Control 1.14 Construction Facilities and Services 1.15 Material and Eouioment .1 Inspection .1 Owner and Consultant shall have access to the Work. .2 Give timely notice requesting inspection if Work is designated for special tests, inspections or approvals by Consultant instructions, or the Law applicable to the Place of the Work .3 If Sub-Contractor covers or permits to be covered Work that has been designated for special tests, inspections or approvals before such is made, uncover such Work, have inspections or tests satisfactorily completed and make good such Work. .2 Independent Inspection Agencies .1 Independent InspectionfTesting Agencies will be engaged by Owner assisted by the Consultant for purpose of inspecting and or testing portions of Work. Costs shall be paid by the identified Cash Allowance. .2 Co-operate with Independent InspectionfTesting agent as required. Provide equipment required for executing inspection and testing by appointed agencies. .3 Reports by these agencies will be sent to Consultant who will direct copies to the Owner and the Contractor who will be responsible for distribution to appropriate Sub- Contractor. .4 The inspection and testing agencies will be required to leave a hand written report on site on the day of their inspections. .1 No Smoking Policy .1 No smoking is permitted within the existing building or within the entire area of new construction. .1 Product and Material Quality .1 All products must meet the requirements of the LEED requirements for this project. .2 Products, materials, equipment and articles (referred to as Products throughout specifications) incorporated in Work shall be new, not damaged or defective and of best quality (compatible with Specifications) for purpose intended. If requested, furnish evidence as to type, source and quality of Products provided. .3 Defective Products will be rejected regardless of previous review. Review does not relieve responsibility, but is precaution against oversight or error. Remove and replace defective Products at own expense and be responsible for delays and expenses caused by rejections. .4 Should any dispute arise as to quality or fitness of products, decision rests strictly with the Consultant based upon requirements of Contract Documents. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I I I -. I I I . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 11 February 11, 2008 .5 Products: .1 Products which are specified by their proprietary names or by part or catalogue number form the basis of this Contract. The Bid shall be based only on named products or any equivalents named by Addenda. .2 Substitutes to these will oniy be considered for a credit or if ma.nufacturer states in writing that the specified material cannot be delivered to meet the schedule. .3 Substitutes must meet or exceed the LEED requirements of the project. .4 Proposed substitutions must be made prior to ordering any material and may be rejected by the Consultant. .5 All request for substitutions after the award of Contract are to be submitted as an RFI complete with all required data to substantiate the quality, compliance with LEED requirements and suitability of the product. .2 Inserts, Anchors and Fasteners .1 Use only factory made, threaded or toggle type inserts as required for supports and anchors, properly sized for load to be carried. Place inserts only in members of main structure and not in any finishing material. .2 Where inserts cannot be placed use factory made expansion shields for lightweights only. .3 Supply and locate all inserts, holes, anchor bolts and sleeves in time when walls, floors and roofs are erected. .4 Fasteners stressed in withdrawal are not acceptable, except where otherwise specifically shown. .5 Ensure that metal fastenings are of same material as metal components being anchored or of a metal which will not set up a galvanic action causing damage to the fastening or metal component under moist conditions. .6 Fastenings for prefinished materiais shall be of concealed type unless otherwise indicated. .7 Ensure that metal fastenings and accessories are of same texture, colour and finish as material on which they occur. .3 Storage, Handling and Protection .1 Handle and store Products in manner to prevent damage, adulteration, deterioration and soiling and in accordance with manufacturer's instructions when applicable. .2 Store packaged or bundled Products in original and undamaged condition with manufacturer's seals and labels intact. .3 Store Products subject to damage from weather in weatherproof enclosures. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 12 February 11, 2008 1.16 Dailv Cleaninc 1.17 Exiting and Life Safety .4 Manufacturer's Instructions .1 Unless otherwise indicated in specifications, instaii 'or erect Products in accordance the manufacturer's instructions. Do not rely on labels or enclosures provided with Products. Obtain written instructions directly from manufacturers. .2 Notify Consultant in writing, of conflicts between specifications and manufacturer's instructions, so that Consultant may establish proper course of action. .3 Improper instaiiation or erection of Products, due to failure in complying with these requirements. authorizes Consultant to require removal and reinstaiiation at no increase in Contract Price. .5 Workmanship .1 Workmanship shaii be best quality, executed by workers experienced and skilled in respective duties for which they are employed. Immediately notify Consultant if required Work is such as to make it impractical to produce required results. .2 Do not employ any unfit person or anyone unskiiied in their required duties. .3 Decisions as to quality or fitness or workmanship in cases of dispute rest solely with the Consultant, whose decision is final. .4 Where required by local or other bylaws or regulations tradesman shaii be licensed in their trade. .1 The general Contractor is responsible for cleaning the area. of work daily, including removal of aii garbage. .2 Periodic broom cleaning of work area is to be performed to meet Ontario Heaith and Safety Act and Regulation requirements. .3 Refer to Sections 01352, 01355 and 01359 for additional requirements. .1 All exiting and access systems from surrounding properties must be maintained until completion of this construction. Refer to Site Plan for additional details. . .2 Ciose off access routes onto the construction site by placing barricades or posting guards to prevent unauthorized personnel from having access to Work while ensuring that fire exit corridors are maintained. .3 Provide and maintain in working order, suitable ULC labeled fire extinguishers and locate in suitable positions. Provide and maintain fire extinguishers to the requirements of applicable codes ,and Authorities Having Jurisdiction. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.18 Artifacts 1 .19 Items Not Permitted On Site 1.20 Owner's Reoresentative 1 .21 Protection General Requirements Section 01001 Page 13 February 11, 2008 .1 Artifacts of historical or scientific interest found on site shall remain property of the Owner. Protect such articles and request directives from Consultant. .2 Give immediate notice to Consultant if evidence of archeological finds are encountered during construction, and await Consultant's written instructions before proceeding with work in this section. .1 No AM/FM radios, I-Pods, headphones, MP3 piayers, CDs or DVDs will be permitted on the site. .1 The Owner shall designate one representative as Owner's Representative authorized to act on the Owner's behalf and shall specifY in written notice to the Contractor and Consultant any limits on the representative's authority. The Contractor and the Consultant shall not be entitled to consider the representations of any other party, employee, officer or agent of the Owner, as authorized by the Owner. All communication from the Authorities Having Jurisdiction will be directed through the Consultant. .2 The Owner's Representative will have the authority to act on behalf of the Owner to the extent provided in this section and as provided for elsewhere in the Contract Documents. .3 The Owner's Representative and the Owner will not be responsible to the Contractor for and will not have control, charge or supervision of construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs required in connection with the Work in accordance with the applicable construction safety legislation, other regulations, or general construction practice. The Owner's Representative and the Owner will not be responsible to the Contractor for the Contractor's failure to carry out the Work in accordance with the Construction Documents. The Owner's Representative and the Owner will not have control over, charge of or be responsible for the acts or omissions of the Contractor, Sub-Contractors, Suppliers and all other persons, corporations or entities performing a portion or portions of the Work or their respective agents and employees. .1 Protect work from damage. Securely plug or cap open ends of conduits, pipes, ducts or equipment to prevent entry of dirt, dust, debris, water, snow or ice. Clean all piping and equipment inside and outside before testing. .2 Material stored on site shall be protected from weather and keep dry and ciean at all times. Take care to avoid corrosion of metal parts. Protect all bearings and motors from damage due to moisture and dust. Equipment not yet in operation shall be tumed over at least at monthly intervals to prevent bearing deterioration. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 General Requirements Section 01001 Page 14 February 11, 2008 1.22 Temporary or Trial Usaqe 1.23 Future Connections 1.24 Air Barrier PART 2 - MATERIALS PART 3 - EXECUTION N/A N/A .1 Temporary or trial usage shall not be construed as evidence of acceptance of same and no claim for damage shall be made for injury to or breaking of any part of such work which may be so used. .1 In every place where there is indicated space reserved for future or other equipment, leave such space clear, and install piping and other work so that necessary installation and connections can be made for any such apparatus. Obtain instructions whenever necessary for this purpose. .1 It is critical that the air barrier system be continuous in all locations. .2 Plan and coordinate construction sequence to ensure that a continuous effective air barrier system is constructed. .3 Call coordination sessions as required with Consultant and all applicable trades. Assign supply and installation of membranes to subtrades or own forces as required to ensure continuous effective air barrier. .4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Coordination Section 01040 Page 1 February 11, 2008 1.1 Contractor's Responsibilities 1.2 Identification of Svstems 1.3 Commissionino 1.4 Systems Demonstrations 1.5 Superintendence 1 .6 Coordination .1 Ensure that Work erected is in compliance with Contract Documents and shall be responsible for delays or costs resulting from failure to inspect or coordinate, and for any replacement or corrective Work required. .1 Ensure that Identification of electrical and mechanical system installations and other automated systems or equipment is provided in compliance with Contract Documents. .1 Ensure that testing, adjusting, balancing and certification and commissioning of mechanical and electrical installations and other automatl9d systems or equipment are executed in compliance with the Contract Documents. .1 Ensure that the Owner's representatives are adequately instructed in all aspects of operation and maintenance of mechanical and electrical installations and other automated systems or equipment, in compliance with Contract Documents. .1 Provide at Site at all times while Work is being performed, qualified personnel and supporting staff with proven experience in erecting, supervising, testing and adjusting projects of comparable nature and complexity. .2 Site superintendent shall be full time on site with overall authority to speak for Contractor and represent Contractor. .3 Superintendent shall be on site from start up to completion of deficiencies. Superintendent may not be changed except through death or disability. .1 Take field dimensions relative to Work. Fabricate and erect Work to suit field dimensions and field conditions in an acceptable manner. .2 Provide all forms, templates, anchors, sleeves, inserts and accessories required to be fixed to or inserted in the Work and set in place or instruct separate Sections as to their location. .3 Supply all items to be built in, as and when required together with templates, measurements, shop drawings and other related information and assistance. .4 Pay the cost of extra Work and make up the time lost as the result of failure to provide necessary information and items to be built in, in adequate time. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.7 Coooeration 1.8 Cutting and Remedial Work .3 Coordination Section 01040 Page 2 February 11, 2008 .1 Sub-Contractors shall cooperate with each other to ensure that Work will be carried out expeditiously and will be satisfactory in all respects at completion. .2 Sub-Contractors shall examine Contract Documents with particular emphasis to Work of other Sub-Contractors which may affect performance of their own Work. .3 Regularly examine the Site Work of Sub-Contractors and report any defects or deficiencies. .4 Sub-Contractors shall cooperate with other Sub-Contractors whose Work attaches to or is affected by their own Work, and ensure that minor adjustments are performed to allow adjustable Work fit to fixed Work. .5 Ensure that Sub-Contractors requiring foundations or openings to be left for installation of their Work furnish necessary information to Sub-Contractors concerned in ample time so that proper provision can be made. .6 Ensure that items to be built in are supplied as and when required by Sub-Gontractors building in the items together with templates, measurements or shop drawings and other related information and assistance. .7 Ensure that equipment and/or material installed but not coordinated with the Work of other Sub-Contractors is relocated as directed by Consultant, without increasing contract price. .8 Ensure each Sub-Contractor maintains its own quality assurance program. .9 It is stressed that services have been detailed and laid out to preserve ceiling heights. The principles of the distribution are shown on the mechanical drawings. Services run through the joist or structure as required. The interference and coordination drawings referred to in Section 01040,1.10 must be completed before start of the field work. .1 Where they are not doing the Work with their own forces, Sub- Contractors shall inform other trades in time to provide holes and openings, or failing to do so, bear the cost of all cutting and remedial Work. .2 Ensure that holes through walls, floors and roof are provided and are complete with sleeves, packing insulation, firestopping and sealant as required for each particular condition. See further requirements under Cutting and Patching of Section 01001. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.9 Building Dimension and Coordination .1 .2 1.10 Interference and Interference Drawinas Coordination Section 01040 Page 3 February 11, 2008 Ensure that all necessary job dimensions are taken and all trades are coordinated for the proper execution of the Work. Assume complete responsibility for the accuracy and completeness of such dimensions, and for coordination. Verify that all Work, as it proceeds, is executed in accordance with dimensions and positions indicated which maintain ievels and clearances to adjacent Work, as set out by requirements of the Drawings, and ensure that Work installed in error is rectified before construction resumes. .3 Check and verify all dimensions referring to the Work and the interfacing of all services. Verify with the trade concerned all dimensions, when pertaining to the Work of other trades. Be responsible to see that Sub-Contractors for various trades cooperate for the proper performance of the Work. .4 Do not scale directly from the Drawings. If there is ambiguity or lack of information, immediately inform the Consultant. Any change through the disregarding of this clause shall be the responsibility of the Contractor. .5 All details and measurements of any Work which is to fit or to conform with Work installed shall be taken at the building. .6 Advise Consultant of discrepancies and omissions on Drawings, particularly reflected ceiling plans and jointing pattems for surface finishes, which affect aesthetics, or which interfere with services, equipment or surfaces. Do not proceed with Work affected by such items without direction from the Consultant. .7 Ensure that each Sub-Contractor communicates requirements for site conditions and surfaces necessary for the execution of the Sub-Contractor's Work and that he provides setting drawings, templates and all other information necessary for the location and installation of material, hoies, sleeves, inserts, anchors, accessories, fastenings, connections and access panels. Inform other Sub-Contractors whose Work is affected by these requirements and preparatory Work. .8 Ensure that other Sub-Contractors are assisted in the execution of required preparatory Work by Sub-Contractors whose own Work is dependent on this preparatory Work. .9 Prepare interference drawings to properly coordinate the Work where necessitate. .1 Coordinate placement of equipment to ensure that all components will be properly accommodated within the spaces provided prior to commencement of Work. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Regulatory Requirements, Falsework, Scaffolding and Shoring Section 01060 Page 2 February 11, 2008 .4 Remove scaffold and make good to match original construction and the completion of the work. 1.6 Shorino .1 General .1 All loads must be safely distributed by the shoring operation as designed by the Contractor's shoring engineer. .2 The design and installation of appropriate shoring to carry out the work safely and to suit applicable legislation, site conditions, the recommendations of the Geotechnicai Assessment in Volume 3 is the sole responsibility of this contract. .3 This contract is to engage an engineer experienced in this type of engineering who is licensed in Ontario to design, stamp and carry out field review of the proposed shoring. .4 The review by the Consultant, the Geotechnical Engineer and the Structural Engineer will make no representation that the shoring design is accurate, complete or compliant with applicable legislation. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Quality Control Section 01400 Page 1 February 11, 2008 1.1 Related Reauirements .1 1.2 Inspection and Testina Refer to GC 2.3 of CCDC 2. .1 From time to time during progress of the Work, the Owner will require that testing be performed to determine that materials provided for the Work meet the specified requirements. .2 The Consultant will, on behalf of the Owner, appoint the Inspection and Testing Consultants, representing, reporting and responsible to the Owner through the Consultant. .3 Cost of inspection and testing will be paid for by the Owner. .4 Additional testing required because of changes in materials, proportions of mixes requested by Contractor or their Sub- contractors as well as any extra testing of materials occasioned by lack of identification or by failure of such materials occasioned by lack of identification or by failure of such materials being replaced to meet specification requirements or testing of structure or elements including load testing, shall be carried out at Contractor's and Sub-contractor's expense, and will not be paid out of the Cash Allowance. .5 Inspection and Testing Consultant shall submit monthly invoice original to Owner, with a copy to the Consultant for review, relating invoices to tests and inspection reports. Provide original receipts for all disbursements. .6 Inspection and tests required by codes or ordinances, or by an authority having jurisdiction, and made by a legally constituted authority, shall be the responsibility of and shall be paid for by the Contractor, unless otherwise provided in the Contract Documents. To include (but not be limited to) ESA, TSSA, Sprinklers, Plumbing and Fire Alarm. .7 Inspection and testing will include (but not be limited to): .1 Soil suitability for supporting footings and foundation walls .2 Compaction Tests .3 Structural Steel .4 Masonry including Mortar .5 Concrete Tests .6 Roofing .7 Firestopping .8 Curtainwali and Windows and Skylights .9 Air Barrier. Quality Control I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 01400 Page 2 February 11, 2008 1.3 Reports and Documents 1 .4 Inspection and Testino Soecimens .1 The Inspection and Testing Consultants shall submit Inspection and Site Inspection Reports within five (5) days of each inspection or testing performed. The terms of reference for inspection and testing will require them to leave hand written copies on site the day of their inspections. .2 Distribute reports as follows: .1 Project Manager: Two (2) copies .2 Consultant: Two (2) copies .3 Contractor: Two (2) copies .4 Consulting Engineers: One (1) copy each .5 In addition, submit one (1) copy to local Department of Building of all subsurface inspections. .3 Inspectors shall provide a written report on each inspection or test, including in the report, all pertinent data as to job site conditions, dates, test references, locations of tested materials, actual product identification, procedures and descriptions, site instructions given, recommendations and/or any other information required by standard applicable to reporting of tests and inspections. .4 Clearly indicate in the report failure of products or procedures to meet applicable standards, give recommendations for retesting or correction. Contact Consultant immediately when product or procedure fails to meet applicable standards. .1 Inspection and testing will generally consist of procedures listed in the following Articles, but additional tests may be performed as required to verify conformance to Contract Documents. .2 Specimens and samples for testing, unless otherwise provided in these Contract Documents, will be taken by the testing laboratory, sampling equipment and personnel will be provided by the testing laboratory; and deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory. .3 Inspector takes all samples necessary to verify quality as specified by applicable standards or as specified herein. Taking of samples shall not endanger the structure or life, and shall be taken so as to best represent the Work as a whole. .4 Samples shall be handled, packaged, stored and delivered so as to best ensure the validity of tests that will be performed on them. .5 Contractors to provide access and safety equipment as required to perform required inspections. Contractor's to coordinate required inspections with work as it progresses prior to areas being closed in. A minimum of 48 hours (during the work week) notice will be required. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Quality Control Section 01400 Page 3 February 11, 2008 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Temporary Facilities Section 01535 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 Section Includes 1.2 Related Sections 1.3 References 1 .4 General 1.5 Limits of the Site 1.6 General Protection .1 Construction aids. .2 Traffic controls. .3 Office and sheds. .4 Project identification. .5 Temporary utiiities. .1 Section 01560 - Temporary Controls. .1 CAN/CSA-Z321-96: Signs and Symbols for the Occupational Environment. .1 Accept responsibility for all temporary structures and comply with applicable rules and regulations. Pay all taxes. .2 The expression 'provide" shall be deemed to include the provision, installation and finishing, maintenance, servicing and removal of the Work described. All Work damaged by temporary installations shall be repaired and made good at no extra cost to the Owner. .3 Maintain temporary facilities in good condition. .4 When the building is enclosed, if appropriate or if so directed by the Consultant, remove temporary structures and provide equivaient enclosed. accommodations within the building. .1 Confine materials, products, equipment and temporary structures within the limits of the site. .2 Limits of site are as shown on the Drawings. .1 Remove snow and ice as may be required for the protection and/or execution of the Work. Do not use salt under any circumstances. .2 Wet all areas to prevent dust rising and power hose daily to remove dirt. Ensure that mud is scraped off areas outside hoarding as well as in. Do not allow mud to accumulate on roadways, sidewalks and the like. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.7 Construction Eouioment 1 .8 Installation! Removal Temporary Facilities I I I I I I I I I I I I I I I I I I I Section 01535 Page 2 February 11, 2008 .3 Provide as required to permit Work to continue without interruption, tarpaulins, polyethyiene plastic or wood coverings to close in building prior to installation of windows and doors. .4 Protect materials and equipment delivered to the Site in the Owner's name for installation Work. .5 Any Work damaged by failure to provide protection as required or damaged as a result of adequate temporary heat shall be removed and replaced with new, at no additional cost to Owner. .6 Each Trade shall avoid damaging the Work of other Trades. Conduct the Work and provide protective covering as necessary to meet this requirement. Make good at own expense all damage resulting from failure to meet this requirement. Protective measures shall be Consultanfs approval. .7 If it is necessary to work on roof after installation of roof coverings, protect membrane plywood sheets or similar materials. .8 The Contractor shall maintain and clean all municipal roads, sidewalks and services to approval of authorities having jurisdiction. .9 Provide all necessary shoring, bracing and sheeting as required for safety and execution of Work. .1 Erect, operate and maintain hoisting equipment and cranes as may be required. Operate equipment only by qualified hoist or crane operators. .2 Erect materials and man lifts as required. Obtain approval and licensing required for operation. .3 Erect scaffolding, independent of walls. Use scaffolding so as to interfere as little as possible with the Work. When not in use, move scaffolding as necessary to permit other Work. Construction and maintain scaffolding in rigid, secure and safe manner. Remove scaffolding promptly when no longer required. Scaffolding shall permit convenient access to all levels for all workmen and inspection staff. .4 Be responsible for all scaffolding, or other temporary supports used during the Work. Employ the services of a registered professional engineer specializing in the particular type of Work to design such scaffolding, framework or other temporary supports and protective devices. .1 Provide construction facilities and temporary controls in order to execute the Work expeditiously. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.9 Overloadino 1.10 Guard Ralls and Barricades 1.11 Dust Control 1.12 Weather Enclosures Temporary Facilities Section 01535 Page 3 February 11, 2008 .2 On completion, or at earlier date if facility no longer required or if alternative accommodation is provided within the building, clear away temporary facilities and make good all Work disturbed. .1 Do not load the structure during construction with a weight or force greater than it is calculated to bear safely. Be solely responsible and liable for damages resulting from violation of this requirement. Provide temporary supports as strong as permanent support. Do not place loads on concrete floors until they have obtained their design strength. .2 Do not cut, drill or sleeve load bearing members unless shown on structural Drawings otherwise approved by the Consultant in writing for each location. .1 Provide in accordance with the requirements of jurisdictional authorities secure, rigid guard railings and barricades around excavations, open shafts, open stair wells, open edges of floors and roofs, temporary exits and at other locations affecting the safety of public and workers. .1 Provide dust tight screens or partitions to localize dust generating activities, and for protection of workers, finished areas of Work and public. .2 Provide dust tight screens to separate each work area from occupied areas. .3 Maintain and relocate protection until such Work is complete. .4 Construct dust tight screens of 6 mil thick polyethylene sheets and 12 mm (1/2") gypsum board on both sides of 92 mm steel studs at 400 mm centres. Lap polyethylene sheets 100 mm and continuously seal lap. Extend screens from floor to underside of floor above. Apply tape and one coat finish compound to visible joints on the public side. Seal gypsum board joints at top and bottom of screens both sides. Pack gaps at underside structure and around penetrations with rock wool insulation. Provide lockable hollow metal door and frame with weatherstripping and self closing device. Apply two (2) coats on public side. .1 Provide weathertight closures to unfinished door and window openings, tops of shafts and other openings in walls and roofs. .2 Neatly construct temporary exterior doors, hang on hinges and fit with padlocks. .3 Close off floor areas where walls are not finished; seal off other openings; enclose building interior work area for temporary heal. Temporary Facilities I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 01535 Page 4 February 11, 2008 1.13 Ventilation 1.14 Installation and Removal 1.15 Hoistino 1.16 Site Storage! Loadino 1.17 Construction Parkino 1.18 Offices .1 Ventilate work areas when noxious or odorous fumes exist and as required by WHMIS MSDS. .2 Ensure that the quality or intake air to the existing building is not compromised by dust, noxious or odorous fumes or exhaust from work areas. .3 Comply as well with requirements of Section 01359. .1 Provide all construction facilities required to execute work expeditiously. .2 Remove from site all such work after use. .1 Provide, operate and maintain hoists and or cranes as required for moving of workers, materials and equipment. Provide access and safety equipment for AHJ's for independent testing agencies as required. .1 Refer to GC 3.12. .2 Confine work and operations of employees to areas identified by Contract documents. Do not unreasonabiy encumber premises with products. .3 Do not load or permit to load any part of work with a weight or force that wiil endanger the work. .1 Parking wiil be permitted only within the contractor's area of work (inside the hoarding). No parking will be provided outside of this area for use by construction personnel. .1 Provide and maintain in clean condition during progress of work, adequately lighted, heated and ventilated Contractor's office with space for filling and layout of Contract Documents and Contractor's normal site office staff and space for site meetings. .2 Provide adequate first aid facilities as required by applicable regulations. .3 Provide a computer complete with high-speed internet access for e-mail. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Temporary Facilities Section 01535 Page 5 February 11, 2008 1.19 Equipment, Tool and Materials Storaoe 1.20 Installation and Removal 1.21 Dewaterino 1.22 Sanitary Facilities 1.23 Water Suoolv .4 Provide a digital camera with a minimum resolution of 3 mega pixels. Use digital camera to record areas of the work when requested by the consultant as an aid for discussing and resolving site conditions. Provide all photos/records to consultants on a DVD. Contractor to provide a minimum of 6 photos weekly depicting progress of the work and highlighting major work developments. Photos are to be stored by date. Email the photos for the past month to the Consultant with each draw. .1 Provide and maintain, in a clean and orderly condition, lockable weatherproof sheds for storage of tools, equipment and materials. .2 Locate materials not required to be stored in weatherproof sheds on site in a manner to cause least interference with work activities. .3 Provide all WHMIS Storage Requirements. .1 Provide temporary utilities controls in order to execute work expeditiously. .2 Remove from site all such work after use. .1 Provide temporary drainage and pumping facilities to keep excavations and site free from standing water. .2 Carry out dewatering in accordance with requirements of authorities having jurisdiction. .3 At completion of excavation install and maintain pumps in full operation as required to keep excavation and site from standing water. .1 Provide sufficient sanitary facilities for workers in accordance with requirements of the local health authorities and the Ministry of Labour and Occupational Health and Safety Act. .2 Maintain in clean condition. .1 The Contractor to provide a continuous supply of potable water as required for construction use. Contractor shall arrange and pay for connections to local utiiities for this purpose. Contractor shall pay all local utilities charges such as, but not limited to, connection and metering charges. .2 The Owner will pay for water related utility consumption costs as outlined in 1 .29. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.24 Temporary Power and Lioht 1.25 Temporary Teleohone 1.26 Temoorarv Heat 1.27 Fire Protection 1.28 Energy Consumotion 1.29 Life Safety and Fire Protection Temporary Facilities I I I I I I I I I I I I I I I I I I I Section 01535 Page 6 February 11, 2008 .3 Remove temporary service at completion of the project. .1 The Contractor will at his cost complete the installation of temporary power service including all charges by local utilities. The Owner will pay for power consumption in accordance with 1.29 below. .2 Provide and maintain temporary lighting throughout project. .3 Remove temporary service at completion of project. .1 Provide and pay for temporary telephone aiso answering machine and provide and pay for a site fax machine. .2 Superintendent is to be equipped with a pager or cell phone with an answering service at all times. .1 Provide temporary heating required during construction period (until date of total completion), including attendance and maintenance. Propane-fired temporary heating Is not permitted. .2 Maintain temperatures of minimum 120C. .3 The cost of the temporary heat will be paid by the Contractor. .1 Provide and maintain temporary fire protection equipment during performance of work required by authorities having jurisdiction and governing codes, regulations and bylaws. .1 The Owner will pay for hydro and water consumption. .2 A1i trades are required to use temporary services carefully and responsibly. The Owner will back charge the General Contractor if they or any of their sub-trade are found to be wastefui or careless in their use of temporary utilities provided by the Owner. .1 Ensure that all life and fire safety features called for in the Contract Documents are supplied and installed to meet safety standards established by the jurisdictional authorities are underwriter for life safety, fire prevention and fire protection. The Contractor shall ensure that the Work of Sub-Contractors is properly coordinated to achieve the intent of this Specification. .2 Provide temporary portable fire extinguishers throughout the work and at every work area. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Temporary Facilities Section 01535 Page 7 February 11, 2008 1.30 Protection of Building Finishes and Eauioment 1 .31 Securitv 1.32 Project Cleanliness .3 Prior to execution of any work that may possibly start a fire, provide proper and suitable precautions and fire extinguishers. Provide fire-watch during welding operations. .4 Stock piling of construction materials to comply with the OHSA and Ontario Fire Code restrictions. No storage of matertals that create a fire hazard. Limit stock piling of combustible materials. .1 Provide protection for finished and partially finished building finishes and equipment perfonnance of Work. .2 Provide necessary screens, covers and hoardings as required. .3 Be responsible for damage incurred due to lack of improper protection. .1 The building and the construction site must be secured against intruders and unauthorized persons at ail times. Provide closures, doors and locks. .2 Provide closures and locking hardware as required to provide reasonable security from intruders to the site and contents of the site after working hours and during holidays. .1 Provide garbage bins and pay disposal costs. .2 Maintain the Work in tidy condition, free from the accumulation of waste products and debris. .3 Remove waste materials and debris from the Work area as required. .4 Remove from finished surfaces deposits that could stain, harden, set or become difficult to remove. Immediately remove run off from concrete or masonry occurring on glass and finished surfaces. .5 Clean interior area prior to start of finish Work, maintain areas free of dust and contaminants during finishing operations. .6 Burning of rubbish on the site will not be permitted. .7 Do not bury rubbish or waste materials on the site. .8 Do not dispose of waste or volatile materials such as mineral spirits, oil or paint thinners, in waterways, storm or sanitary sewers. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Temporary Facilities . . I I I I I . . . .' I I I I I I I I Section 01535 Page B February 11, 200B 1.33 Safety and First Aid 1.34 Traffic Control and Access to Site .1 Provide adequate required first aid facilities. .2 Provide spare safety helmets for and enforce their use by the Owner, Consultant, their representatives and authorized visitors to site. .3 When carrying out soldering, welding or cutting procedures, be it in shop or in the field, ensure that workers comply with the following: .1 Wear appropriate protective clothing such as gloves, leather aprons and/or are arm spark guards; .2 Wear suitable goggles or face shields as appropriate. .3 Protect co-workers from eye or other injuries through the use of fire resistant portable shielding devices. .4 Submit Minutes for each project safety meeting to the Consultant, Owner and local OHSA. .1 The Contractor shall make provisions for all forms of traffic during all operations required to complete the Work including: .1 Lane closures, tapers, diversions, signs, signals, flasher beacons, delineators, traffic control persons, barricades, temporary traffic signals, temporary concrete barriers, temporary pavement markings and temporary ramps. .2 Signage installation, inciuding: .1 Guide/directional and regulatory/warning; .2 Temporary roadway sign age; and .3 In the immediate vicinity of the site and remote from the site. .3 The timing, duration and location of certified traffic control persons and the type of communication to be used between them. .2 Make provisions for traffic that extend to the distance required beyond the nominal construction limits. .3 Except where this responsibility is specifically undertaken by the Owner, the Contractor shall be responsible for all advance notification and arrangements required to inform emergency services, transit operators, motorists, cyclists, pedestrians, and all other road users and affected municipalities, property owners and businesses, of planned changes in traffic patterns caused by its operations, and such notification shall have prior approval of the Consultant. .4 Provide flag persons to direct construction vehicles entering and/or exiting the site, for the direction of public entry through the construction zone and road crossings. Flag persons shall be trained and equipped as required by OHSA. .5 Access and egress to and from the site shall be as shown on the Site Plan drawing. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Temporary Facilities Section 01535 Page 9 February 11, 2008 .6 Conform to requirements of insurance companies providing coverage for this Contract. .7 Maintain access roads and sidewalk crossings. Remove dirt and debris daily. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Safety Requirements Section 01545 Page 1 February 11, 2008 1.0 General 1.1 Scooe 1.2 Related Work 1.3 References .1 Safety in the Contractor's area of Work is the sole responsibility of the Contractor. The Contractor shall determine and carry out all policies, practices and Work required to comply with all applicable health and safety requirements within the area of Work. Area of Work is any area where construction activity occurs. The Contractor shall also carry out all policies, practices and procedures and work required to protect health and safety of the public and Municipality of Clarington empioyees in area adjacent to the area of Work. The following is provided to assist the Contractor in planning and carrying out appropriate safety measures. It is not a complete list of the applicable requirements. .1 The Municipality of Clarington is committed to ensuring a clean and safe environment for its employees and for the employees of the construction companies that build the infrastructure that makes Clarington a great place to live, to work and to play. The requirements outlined in this Section are provided to ensure that the principals, owners and management of the companies who have won tenders with the Municipality accept this commitment completely. .1 .2 Temporary Facilities and Controls - Section 01535. Temporary Controls - Section 01560. .3 Environmental Protection - Section 01561. .1 CSA S269.1-1975 Falsework for Construction Purposes. CAN/CSA-S269.2-M87 Access Scaffolding for Construction Purposes. .2 .3 FCC No. 301-1982 Standard for Construction Operations. Ontario Occupational Health and Safety Act - RRO. 1990, Reg. 847 Online at http://www.e-Iaws.gov.on.ca. .4 .5 Construction Safety Association of Ontario B026 - Joint Health and Safety Committee The purpose of these guidelines is to provide a simplified, concise, consistent, and enforceable procedure for implementing that portion of the Occupational Health and Safety Act RS.O. 1990 that deals exclusively with the Joint Health and Safety Committee throughout Ontario. Safety Requirements I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 01545 Page 2 February 11, 2008 1.4 Construction SafelY Measures 1.5 Overloadina 1.6 Falsework 1.7Scaffoldina 1.8 WHMIS .6 Construction Safety Association of Ontario B030 -Emergency Response Planning for Construction Projects. http://www.csao.org/images/pfiles/278_EmergencyResponse Planning.pdf Advice on how to develop Emergency Response Procedures for construction projects. .7 Construction Safety Association of Ontario B037 - Contractor's Guide: Effective Health and Safety Programs. A comprehensive guide geared to mid- to large-sized contractors for developing and implementing an effective health and safety program. "Health and Safety Program Planning for Construction", Construction Safety Association of Ontario, document (OS 030), ISBN 0-919465-60-9 Online at http://www.csao.org/images/pfiles/38_DS030.pdf. .8 .1 Observe construction safety measures of National Building Code 1990 Part 8, Provincial Government, Workplace Safety and Insurance Board and municipal authority provided that in any case of conflict or discrepancy more stringent requirements shall apply. .2 Comply with requirements of FCC No. 301. .1 Ensure no part of Work is subjected to loading that will endanger its safety or will cause permanent deformation. .1 Design and construct falsework in accordance with CSA 5269.1. .2 Design to be done by Engineer licensed in Ontario. Shop Drawings to be signed and sealed by this Engineer. .1 Design and construct scaffolding in accordance wtth CSA 5269.2. .2 Design to be done by Engineer licensed in Ontario. Shop Drawings to be signed and seal!ld by this Engineer. .1 Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage, and disposal of hazardous materials; and regarding labeling and provision of material safety data sheets as required by applicable legislation such as the Occupational Health and Safety Act. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.9 Vermin Control 1.10 General 2.0 Project Heaith and Safety Plan 2.1 Adeauate Trainino Safety Requirements Section 01545 Page 3 February 11, 2008 .2 Deliver copies of WHMIS data sheets to Owner's representative on delivery of materials. .1 Carry out vermin control in accordance with applicable legislation including local Health Unit requirements. .1 In general, all work must comply with applicable health and safety legislation, including the Ontario Occupational Health and Safety Act (OHSA) R.S.O. 1990, c.0.1, Ontario Regulation 213/91 (which regulates Construction Projects) and any other regulation under the OHSA that may affect the performance of the Work. .2 The Contractor shall acknowledge their role as Constructor, and take complete control of all works to ensure conformity with the Contract Documents. The Contractor shall be responsible for construction means, methods, techniques, sequences, and procedures and for coordinating the various parts of the Works. .1 The Contractor will be required to prepare and submit to the Owner's Representative (via the Consultant), a Project Health and Safety Plan, herein PHSP, prior to the commencement of any works and within 1 week of Letter of Agreement. The PHSP must contain, as a minimum, the information as outlined in Section 3.0 Preparation and Submission of Site Heaith and Safety Plan. .2 The Contractor shall provide to the Owner's Representative (via the Consultant) a copy of all notices or other written correspondence provided to or received by the Ontario Ministry of Labour, for the duration of the contract. The security of the project site is the responsibility of the General Contractor. He is responsible to maintain security of the site at all times. No one is to be admitted to the site without proper attire and training to perform the task. required. .3 Prevent unauthorized access to site. Report any unauthorized access to the Owner's Representative. .4 Provide security and safety hoarding around entire site and at alley around theatre auditorium. .1 It is the responsibility of the Contractor to ensure that all necessary training has been provided prior to commencement of the Work. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Safety Requirements Section 01545 Page 4 February 11, 2008 3.0 Preparation and Submission of Site Health and SafelY Plan .1 The PHSP shall as a minimum contain the following information: .1 Introduction .1 Scope of work, purpose of plan .2 Name and address of Contractor and senior supervisory personnel and company officers .3 Identification of applicable legislation .4 Contractors Health and Safety Policy Statement .5 Provide 24 hour contact information for Site Superintendent. .2 Organizational Detail .1 Acknowledgement of Contractor as Constructor and City as Owner. .2 Hierarchy of authority including Constructor through to sub contractors and other persons. .3 Identifying Competent Supervisory Personnel and JHSC Representatives. .4 Telephone numbers or other contact mechanisms. .3 Identifying a comprehensive work plan which: .1 Identifies the required work tasks and activities necessary to fulfill the contract. .2 Identifies and assesses hazards that may arise when performing required tasks. .3 Identifies the method of Hazard Control to be implemented for recognized hazards. (i.e. Engineering controls, administrative (such as work methods, procedures) and Personal Protective Equipment controls, etc.). .4 Identifies the resources required to complete such tasks and activities safely. 4 The following items have been identified as hazards/risks that will form a part of the works. (This list should not be taken as inclusive but should serve as a starting point for the completion of Section .3 above.): .1 Traffic management plan and public way protection. .2 Site access control. .3 Noise, odour and dust control. .4 Excavation. .5 Working at heights/falls. .6 Scaffolding. .7 Falsework and formwork. .8 Hot work. .9 Cranes, hoisting. .10 Other heavy equipment use. .11 Protection of Neighbouring Properties. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Safety Requirements Section 01545 Page 5 February 11 , 2008 .5 Hazard Reporting and Accident Investigation .1 Identify hazard-reporting procedure. .2 Identify accident investigation procedure and reporting process to the Owner's Representative. .6 Orientation and Training Requirements .1 Identify hazards and PHSP communication protocol for on site staff, visitors or other affected parties. .2 Identify means of accomplishing legisiative training requirements. .3 Identify methods of ongoing site training, hazard communication strategies. (Safety Talks, On-site training, etc.). .4 Identify means of accomplishing legislative posting requirements. (OHS Policy, MOL Orders, NOP, JHSC members, etc.). .7 Monitoring and Administering Program .1 Identify means of enforcement and progressive discipline for non-compliance. .2 Identify procedure for changes, modification or amendments to PHSP. .8 Emergency procedures for site personnel .1 Identify Site security and control. .2 Identify Evacuation and safe refuge procedures. .3 Identify means of providing first aid and medical treatment. .4 Identify suitable means of communication for on site staff with supervisors and off-site emergency response providers (Police, Fire, Ambulance). .5 Identify means of emergency response training for affected parties. .6 Identify Emergency Response procedures for site specific hazards, such as: .1 Confined space entry. .2 Working at heights/fall protection and retrieval. .3 Fire. .4 Gas leak. .5 Contaminant Spill. .9 The Owner, through the Owner's representative, wiii accept the PHSP, and review it to identify any errors, omissions, or improvements that the Owner is aware of. The acceptance and review of the PHSP by the Owner wiii make no representation and/or warranty that the document is accurate, complete, or compliant with all applicable legislation. Any error or omissions within the PHSP will remain the sole responsibility of the contractor. The contract shall not commence, until the Owner has reviewed the PHSP to the satisfaction of the Owner has addressed all comments. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Safety Requirements I I I I I I I I I I I I I I I I I I I Section 01545 Page 6 February 11, 2008 3.1 Additional Costs .10 The Contractor will be required to periodically review and modify the PHSP if errors or omissions are identified, or because of any new hazards identified and not previously addressed within the document. .11 The contractor shall be notified by written Notice of Default, by the Owner's representative, if the works are deemed to be non-compliant with applicable legislation. The contractor shall immediately repair, replace or otherwise make good the practice deemed unsafe or non-compliant. .12 Should the contractor disagree, the Ministry of Labour will be consulted to provide clarification of the observed deficiency. .1 All costs required to perform the necessary Health & Safety issues noted here and elsewhere shall be included in the Base Bid Price. No Extras shall be deemed acceptable. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Section Includes 1.2 Related Sections 1.3 Installation and Removal 1 .4 Hoardina 1.5 Guard Rails and Barricades 1.6 Access to Site 1.7 Public Traffic Flow Temporary Controls Section 01560 Page 1 February 11, 2008 .1 Barriers. .2 Environmental Controls. .3 Traffic Controls. .1 Section 01535 - Temporary Facilities. .1 Provide temporary controls in order to execute work expeditiously. .2 Remove from site all such work after use. .1 Erect 1800 mm chain link hoarding around perimeter of site to protect the public, workers, public and private property from injury or damage. .2 Construct lockable gates for site access. .3 Provide barricades to requirements of goveming authorities for public rights-of-way and for public access to building. .4 At the completion of construction remove and dispose of all hoard ing. .1 Provide as required by governing authorities. .1 Provide and maintain access roads, sidewaik crossings, ramps and construction runways as may be required for access to the work. All areas noted above to be free from debris, dirt, ice and snow. .2 Maintain fire routes and access to adjacent buildings and properties. .1 Provide and maintain f1agpersons, traffic signals, barricades and flares, lights, or lanterns as required to perform the work and protect the public. .2 The above f1agperson shail be provided by the Contractor when required by authorities having jurisdiction and by applicable regulations for vehicles leaving the property to enter public right of way for work outside of the property line. Temporary Controls I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 01560 Page 2 February 11, 2008 1.8 Protection for Off-Site and Public ProoerlY 1.9 Protection of Building Finishes and Eauioment PART 2 - PRODUCTS PART 3 - EXECUTION .1 .2 .3 .4 .1 .2 .3 N/A N/A Protect surrounding private and public property from dust and damage during performance work. Do not store any materials on adjacent properties. Be responsible for damage incurred. Keep the adjacent streets clean from debris and dirt from this project. Complete daily cleaning of adjacent streets as required. At completion of construction replace in kind any damaged sections of sidewalks, asphalt, etc. adjacent to the project which has been caused by this project. Provide protection for building finishes and equipment after installation. Provide necessary screens, covers, and hoardings as required. Be responsible for damage incurred due to lack of or improper protection. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Environmental Protection Section 01561 Page 1 February 11, 2008 1.1 Fires 1.2 Disoosal of Wastes 1 .3 Drainaae 1.4 Pollution Control 1.5 Applicable Leaislation 1.6 Air Quality in Adiacent Buildina .1 Fires and burning of rubbish on site are not permitted. .1 Comply with all requirements of authorities having jurisdiction. .2 Comply with all applicable regulations. .3 .4 Do not bury rubbish and waste materials on site. Do not dispose of waste or volatile materials, such as mineral spirits, oil or paint thinner, into waterways, storm or sanitary sewers. .1 Provide temporary drainage and pumping as necessary to keep excavations and site free from water. .2 Do not pump water containing suspended materials into waterways, sewer or drainage systems. .3 Control disposal or runoff of water containing suspended materials or other harmful substances in accordance with local authority requirements. .1 Control emissions from equipment and plant to local and provincial authority's emission requirements. .2 Prevent extraneous materials from contaminating air beyond application area, by providing temporary enclosures. .3 Cover or wet down dry materials and rubbish to prevent blowing dust and debris. Provide dust control. .4 Utilize scrubbers to applicable legislation on all equipment inside facility. .1 Comply with all applicable legislation including Municipality of Clarington By-Laws on noise, hours of work, etc. .1 Take whatever steps necessary to prevent fires, exhaust, etc., for construction activities from entering windows or air intakes of adjacent buildings. .2 If complaints are received from neighbours, at no additional cost to the Contract, stop work and take any corrective action required. I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 I I I I Contract Closeout Section 01700 Page 1 February 11, 2008 1.1 General 1.2 Related Reauirements I I I I 1.3 Final Cleanina I I I I I I I I I I 1.4 The Lien Period 1.5 Certification of Substantial Performance 1.6 Deficiencv Lists .1 The procedure for completing Contract and acceptance the Owner shall be in accordance with the method described in the OAA/OGCA Document 100 and any additional requirements described below. .1 Progressive Site Cleaning - under Section 01001. .2 Submission of Record Drawings - under Section 01001. .3 Conditions of the Contract: Fiscal provisions, legal submittals, and other administrative requirements. .1 Immediateiy prior to approvals for Substantial Performance of the Work remove surplus products, tools, construction machinery and equipment not required for the performance of the remaining work. .2 Remove waste products and debris and leave the work broom clean before the Substantial Performance review process commences. .3 Broom clean and wash exterior walks, steps and surfaces. .4 Remove dirt and other disfigurations from exterior surfaces. .1 The Lien Period commencement, procedure and release of holdback monies wiil be In accordance with the Construction Lien Act, other applicable legislation and the Contract Documents. .2 Publication will be required before release of Holdbacks. Use of the total Performance Section of the Lien Act without publication will not be permitted. .1 The Certificate of Substantial Performance is to be prepared in the form required by the Construction Lien Act. When issued it is to have attached a normal progress Certificate showing the statement of account to date and is to be sub-titled 'SUBSTANTIAL PERFORMANCE'. .1 Neither the Owner's representatives nor the Consultant will be responsible for the issue of extensive lists of deficiencies. Contractor assumes prime responsibility for ensuring that all items shown on Drawings and described in specifications are complete. Any reviews to approve Certificates of Substantial Performance must be immediately cancelled if it becomes obvious that extensive deficiencies are outstanding. Contract Closeout Section 01700 Page 2 February 11. 2008 I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.7 Documents 1.8 Takeover Procedures .2 Every effort shall be made to ensure that both defects and deficiencies are made good prior to final review. .3 During the review, decision must be made as to which defects must be rectified before the building can be accepted and which defects are to be treated as warranty items. .4 Deficiencies shall be made good before the Contract is considered complete. .1 Submit a final statement of accounting gIVIng total adjusted Contract Sum. previous payments, and monies remaining at time of application for Completion of the Contract. .2 Consultant will issue a final change order reflecting approved adjustments to Contract Sum not previously made. .3 Collect reviewed submittals and assemble documents executed by Sub-Contractors, suppliers and manufacturers. .4 Submit Record (As-built) Drawings in AutoCAD in both hard copy and DVD in accordance with 01781. .5 Submit a final statement of accounting giving total adjusted Contract Price, previous payments, and monies remaining due. I I I I I I I I I I .6 Consultant will issue a finai Change Order reflecting approved adjustments to Contract Price not previously made. .7 Submit material prior to request for substantial completion. .1 Prior to application for Certificate of Substantial Performance, carefully inspect the Work and ensure it is complete, that major and minor construction deficiencies are complete, defects are corrected and building is clean and in condition for occupancy. Notify Consultant in writing of satisfactory completion of the Work and request a review. .2 During Consultant inspection. a list of deficiencies and defects will be tabulated. Correct same. .3 A Deficiency List is not a work list. Each Sub-Contractor shall inspect the Work, issue their own list and review the corrections prior to request for a Deficiency List. .4 Mer Deficiency List is received the General Contractor's Superintendent shall conduct a review of deficiencies and submit a marked up Deficiency List to Consultant prior to request for review of corrected deficiencies. I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 General 1 .2 Fire Department Briefino 1.3 Reoortina Fires 1.4 Interior and Exterior Fire Protection and Alarm Svstems 1.5 Fire Extinauishers 1.7 Blockage of Roadwavs 1.8 Smoking Precautions Fire Safety Requirements Section 01706 Page 1 February 11, 2008 .1 Determining and carrying out fire safety requirements to requirements of applicable legislation remains the sole responsibility of the Contractor. The notes below are to supplement requirements determined by the Contractor. They are not a complete list of requirements. .1 Owner's Representative will coordinate arrangements for Contractor to be briefed on Fire Safety at their pre-work conference by Municipality of Clarington Fire Department Designated Representative before any work is commenced. .1 Know location of nearest fire aiarm box and telephone, including emergency phone number. .2 Report immediately all fire incidents to Fire Department as follows: . .1 Activate nearest fire alarm box; or .2 Telephone. .3 Person activating fire alarm box will remain at box to direct Fire Department to scene of fire. .4 When reporting fire by telephone, give location of fire, name or number of building and be prepared to verify the location. .1 Fire hydrants, standpipes and hose systems will not be used for other than fire-fighting purposes unless authorized by Municipality of Clarington Fire Department Designated Representative. .1 Supply fire extinguishers, as required by Municipality of Clarington Fire Department Designated Representative and as required by applicable codes and regulations, necessary to protect work in progress and Contractor's physical plant on site. .1 Advise Municipality of Clarington Fire Department Designated Representative of any work that would impede fire apparatus response. This includes violation of minimum overhead clearance, as prescribed by Municipality of Clarington Fire Department Designated Representative, erecting of barricades and digging of trenches. .1 Observe smoking regulations at all times. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fire Safety Requirements Section 01706 Page 2 February 11, 2008 1.9 Rubbish and Waste Materials 1 .10 Flammable and Combustible Liauids 1.11 Hazardous Substances .1 Rubbish and waste materials are to be kept to a minimum. .2 Burning of rubbish is prohibited. .3 Removal .1 Remove all rubbish from work site into bins at end of workday or shift or as directed. .4 Storage .1 Store oily waste in approved receptacles to ensure maximum cleanliness and safety. .2 Deposit greasy or oily rags and materials subject to spontaneous combustion in approved receptacles and remove as required in 1.8.3.1. .1 Handling, storage and use of flammable and combustible liquids are to be governed by applicable legislation. .2 Flammable and combustible liquids such as gasoline, kerosene and naphtha will be kept for ready use in quantnies not exceeding 45 Iitres provided they are stored in approved safety cans bearing Underwriters' Laboratory of Canada or Factory Mutual seal of approval. Storage of quantities of flammable and combustible liquids exceeding 45 litres for work purposes requires permission of Municipality of Clarington Fire Department Designated Representative. .3 Transfer of flammable and combustible liquids is prohibited within buildings or jetties. .4 Transfer of flammable and combustible liquids will not be carried out in vicinity of open flames or any type of heat-producing devices. .5 Flammable liquids having a flash point below 38'C such as naphtha or gasoline will not be used as solvents or cleaning agents. .6 Flammable and combustible waste liquids, for disposal, will be stored in approved containers located in a safe ventilated area. Quantities are to be kept to a minimum and Fire Department is to be notified when disposal is required. .1 Work entailing use of toxic or hazardous materials, chemicals and/or explosives, or otherwise creating hazard to life, safety or health, will be in accordance with National Fire Code of Canada. .2 For Hot Works carry out a minimum of the following: .1 Include a Hot Works process in the Contractor's site specific Health and Safety Plan. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Fire Safety Requirements Section 01706 Page 3 February 11, 2008 Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Where welding, cutting, burning or uses of blow1orches, salamanders or kettles is to be done, the Contractor shall arrange for a fire watch, with an approved fire extinguisher stationed nearby. During welding or similar operations, the fire watch on the scene must be able to establish contact with 911 should an emergency situation arise. The fire watch must ensure when going on breaks that the area is monitored by a co-fire watch until the original fire watcher returns or the Work is shut down. The Contractor shall provide fireproof tarpaulins where it is necessary to cover all equipment, fixtures and combustible materials. Welding in the vicinity of containers of flammable liquids is not permitted. When arc welding is to be done in the vicinity of any persons, an approved shield must be used. The Contractor must provide shields. Gasoline powered arc welders are not permitted. Local exhaust ventilation may be required under certain conditions. The following are the minimum precautions to carry out: .1 Available hose streams and extinguishers are in service/operable. Hot Work equipment in good repair. Requirements within 35 ft. (11 m) of work: .1 Flammable liquids. dust, lint and oily deposits removed. Explosives atmosphere in area eliminated. Floor s swept clean. Combustible floors wet down, covered with damp sand or fire-resistive sheets. Remove other combustibles where possible. Otherwise protect with fire- resistive tarpaulins or metal shields. All wall and floor openings covered. Fire resistive tarpaulins suspended beneath work. Work on walls or ceilings: .1 Construction is noncombustible and without combustible covering or insulation. Combustibles on other side of walls moved away. Work on enclosed equipment: .1 Enclosed equipment cleaned of all combustibles. Containers purged of flammable liquids/vapours. Pressurized vessels, equipment removed isolated and vented. .2 .3 .4 .5 .2 .3 .4 .5 .2 .3 .4 .5 .6 .7 .2 .2 .3 piping and from service, Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fire Safety Requirements Section 01706 Page 4 February 11, 2008 1.12 Questions and/or Clarification 1.13 Fire Insoection .6 Fire watch/Hot Work Area Monitoring: .1 Fire watch will be provided during and for 60 minutes after work, including any coffee or lunch breaks. .2 Fire watch is supplied with suitable extinguishers, and, where practical, charged smail hoses. .3 Fire watch is trained in use of this equipment and in sounding alarm. .4 Fire watch may be required for adjoining areas, above, and below. .5 Monitor Hot Work area for 4 hours after job is completed. .3 When Work is carried out in dangerous or hazardous areas involving use of heat, provide fire watchers equipped with sufficient fire extinguishers. Determination of dangerous or hazardous areas along with level of protection necessary for Fire Watch is at discretion of the Owner's Representative. Contractors are responsible for providing fire watch service for work on a scale established and in conjunction with Municipality of Clarington Fire Department Designated Representative at pre- work conference. .4 Where flammable liquids, such as lacquers or urethanes are to be used, proper ventilation will be assured and ail sources of ignition are to be eliminated. Municipality of Clarington Fire Department Designated Representative is to be informed prior to and at cessation of such work. .1 Direct any questions or clarification on Fire Safety in addition to above requirements to Municipality of Clarington Fire Department Designated Representative. .1 Site inspections by Municipality of Clarington Fire Department Designated Representative will be coordinated through Owner's Representative. .2 Allow Municipality of Clarington Fire Department Designated Representative unrestricted access to work site. .3 Co-operate with Municipality of Clarington Fire Department Designated Representative during routine fire safety inspection of work site. .4 Immediately remedy ail unsafe fire situations observed by Municipality of Clarington Fire Department Designated Representative. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Fire Safety Requirements Section 01706 Page 5 February 11, 2008 PART 2 - PRODUCTS N/A PART 3 - EXECUTION N/A I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cutting, Patching and Making Good Section 01730 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Section Includes 1.3 Materials 1.4 Preoaration 1 .5 Execution .1 Comply with the requirements of Division 1. .1 Plan the Work to eliminate any need for cutting and patching. Should cutting and patching be required because of failure to plan the Work follow these requirements for cutting and patching the Work. Comply with Section 01001, Paragraph 1.9, Material and Equipment. .2 .3 Individual Product Sections: to Work of the Section. Sections required. Cutting and patching incidental Advance notification to other .1 Required for original installation. .2 Change in Materials: Submit request for substitution in accordance with Section 01001 - General Requirements. .1 Inspect existing conditions, inciuding elements subject to damage or movement during cutting and patching. .2 After uncovering, inspect conditions affecting performance of work. .3 Beginning of cutting or patching means acceptance of existing conditions. .4 Provide supports to assure structural integrity of surroundings; devices and methods to protect other portions of project from damage. .5 Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water. .1 Execute cutting, fitting, and patching including excavation and fill, to complete the Work. .2 Fit the severai parts together, to integrate with other work. Uncover Work to install ill-timed work. . .3 .4 Remove and replace defective and non-conforming work. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cutting, Patching and Making Good Section 01730 Page 2 February 11, 2008 .5 Where existing building is cut in order canry out new Work, make good to match existing materials, details and finishes. .6 Provide openings in non-structural elements of Work for penetrations of mechanical and electrical work. .7 Execute Work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing. .8 Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight- exposed surfaces. .9 Cut rigid materials using masonry saws or core drills. Pneumatic or Impact Tools not ailowed on masonry work. .10 Restore Work with new products in accordance with requirements of Contract Documents. .11 Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. .12 At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with firestopplng system appropriate to the situation, full thickness of the construction element. Firestopping in accordance with requirements of Section 07270. .13 Refinish surfaces to match adjacent finishes: for continuous surfaces refinish to nearest intersection; for an assembly; refinish entire unit. PART 2 - PRODUCTS NOT USED PART 3 - EXECUTION NOT USED I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cleaning Section 01740 Page 1 February 11, 2008 1 .1 General 1 .2 Materials 1.3 Cleaning During Construction 1.4 Final Cleanina .1 Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. .2 Store volatile waste in covered metal containers, and remove from premises at end of each working day. .3 Provide adequate ventilation during use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose. .1 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and as recommended by cleaning material manufacturer. .1 All waste management and disposal to requirements of Authorities having Jurisdiction. .2 Provide on site containers for collection of waste materials and debris in locations agreed with Owner's Representatives. .3 Schedule cleaning operations so that resulting dust, debris and other contaminants will not fall .1 In addition to the requirements of GC 3.14 at Substantiai Completion, complete the following. .2 Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials, from interior and exterior finished surfaces including glass and other polished surfaces. Clean lighting reflectors, lenses, and other lighting surfaces. .3 .4 Broom clean paved surfaces; rake clean other surfaces of grounds. .5 Remove debris and surplus materials from accessible concealed spaces. Vacuum out the entire underfloor access space after all construction work in this space is complete. .6 Remove snow and ice from access to building. .7 Remove waste products and debris and leave the Work clean and suitable for occupancy by Owner. The Owner is responsible for supply and emptying waste bins until total completion of the work regardless of who uses the bins. .8 Remove surplus products tools, construction machinery and equipment. Remove waste products and debris other than that caused by the Owner or other Contractors. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cleaning Section 01740 Page 2 February 11, 2008 .9 Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace broken, scratched or disfigured glass. .10 Remove stains, spots, marks and dirt from decorate work, electrical and mechanical fixtures, furniture, fitments, walls and floors. .11 Vacuum clean and dust building interiors, behinli grilles, louvres and screens. .12 Wax, seal, shampoo or prepare floor finishes, as recommended by the manufacturer. I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Project Record Documents Section 01781 Page 1 February 11, 2008 1.1 Record Drawinas 1.2 AutoCAD Drawinas .1 Consultant will provide two (2) sets of white prints for Record Drawing purposes. .2 Maintain Project Record Drawings and record accurately deviations from Contract Documents. .3 Record changes in red. Mark on one (1) set of prints and at completion of project and prior to final inspection, neatly transfer notations to second set and submit both sets to Consultant. .4 Record following information: .1 Depths of various elements of foundation in relation to project benchmark. .2 Horizontal and vertical location of underground utilities and appurtenances. .3 Location of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of structure. .4 Field changes of dimension and detail. .5 Revisions made by Change Order, Change Directive, Field Order or Site Instruction. .6 Sleeve Drawings as required by Section 01040. .7 Submit for review by Consultant. .8 Record of all changes required by the Change Orders or Change Directives shall be included on Record Drawings at no additional cost to the Owner. .1 The Consultant will provide copies of AutoCAD files for the project. Revise these AutoCAD files to include all information added to the white prints under 1.1 above. .2 Submit two (2) CDs with all updated AutoCAD Drawings containing as-built information. The cost for this work is part of the Contract. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #Cl2008-7 Operations and Maintenance Manual Section 01782 Page 1 February 11, 2008 1.1 Manual 1.2 General 1.3 Binders .1 An organized compilation of operating and maintenance data including detailed technical information, documents and records describing operation and maintenance of individual products or systems as specified in individual Sections of Divisions 2 to 16. .1 Assemble, coordinate, bind and index required data into Operation and Maintenance Manual. .2 Submit complete operation and maintenance manual to Consultant four weeks prior to application for substantial completion of project. .3 Submit four (4) copies in English. .4 Organize data into same numerical order as Contract Specifications. .5 Material: Label each Section with tabs protected with celluioid covers fastened to hard paper dividing sheets. .6 Type lists and notes. .7 Drawings, diagrams and manufacturers' literature must be legible. .1 Binders: Vinyl, hard covered, 3 "D" ring, loose leaf, sized for 215 x 280 mm paper, with spine pocket. .2 Identify contents of each binder on spine. .3 The binders shall be white wilhclear plastic covers suitable for inserts. The front inserts shall bear the Owner's Logo as well as the following information: Newcastie Branch Library Municipality of Clarington Operating & Maintenance Manuals. Copy 1 of4 Name of General Contractor Month & Year of Start - Month & Year of End of Project Details of Enclosed documents .4 The edge of the binder shall state: Newcastle Branch Library Municipality of Clarington Operating & Maintenance Manuals Operations and Maintenance Manual I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 01782 Page 2 February 11, 2008 1 .4 Contents .1 Binder 1 .1 Cover sheet in accordance with 1.3.3 of this Section. .2 Names and addresses of Contractor and all Sub- contractors . .3 Table of Contents of all binders. .4 List of maintenance materiais as specified in Section 01784, Maintenance Materiais, Special Tools and Spare Parts. .5 List of special toois as specified in Section 01784, Maintenance Materials, Special Tools and Spare Parts. .6 List of spare parts as specified in Section 01784, Maintenance Materials, Special Tools and Spare Parts. .7 Warranties, guarantees and Extended Warranties. .8 Copies of approvals and certificates. .2 Remaining Binders .1 Cover sheet in accordance with 3.3. .2 Table of Contents of individual binder. .3 Provide data as specified in individual sections of Divisions 2 to 16: .1 List of equipment including services depot. .2 Nameplate information including equipment number, make, size, capacity, model number and serial number. .3 Parts list. .4 Installation details. .5 Operating instructions. .6 Maintenance instructions for equipment. .7 Maintenance instructions for finishes. .3 Shop Drawings .1 Bind separately one (1) complete set of reviewed final Shop Drawings and product data. .2 Provide a cover with the same information as 3.3. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Extended Warranties Section 01783 Page 1 February 11, 2008 1.1 Submittals .1 Provide Extended Warranties called for in Specifications and as listed below. .2 Submit Warranty through Consultant immediately after issuance of Certificate of Substantiai Performance, to facilitate release of holdback monies. .3 Submit as per "Sample Form of Extended Warranty" below. Contractor and Trade Contractor shall both sign and seal the warranty. The General Contractor and each Section of this Project Specification are responsible to provide and cover the cost of the warranties for all project work from delivery to site until Substantial Completion for items which do not have extended warranties and for the duration of extended warranties where listed in 1.2 of this Section." All equipment warranties are to commence at the date of Substantial Completion of the project, not the date the equipment is purchased/delivered to the site. The Trade Contractor responsible for the equipment under their Section of the Project Specification is to purchase an extended warranty to cover the additional time between the purchase/delivery of the equipment to the site and the Substantial Completion date. .4 Refer to individual sections of the specification for specific requirements of the warranties. .5 Refer to GC 12.3: Warranty and Relevant Supplementary Conditions for General Requirements. .6 If validity of extended guarantee is related to proper maintenance and servicing of equipment, etc., full details must be provided in maintenance manuals. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Extended Warranties Section 01783 Page 2 February 11, 2008 1.2 List of Extended Warranties .1 The lists shall inciude quantities and serial numbers of materials, parts and equipment. Section No. Section Warrantv Period Division 4 Masonry 2 years 06400 Architecturai Woodwork 2 years 07520 Manufacturer's Warranty 10 years Contractor's Warranty 2 years 07330 Manufacturer's Warranty 35 years Contractor's Warranty 2 years 07800 Skylights 5 years 07900 Sealants 5 years 08120 Aluminum Doors 2 years 08200 Wood Doors 2 years 08520 Aluminum Curtainwall 2 years 08710 Finish Hardware Exit Devises 2 years Door Closers 1 0 years 08800 Sealed Glazing Units 5 years 09680 Carpeting Manufacturer's 10 years Warranty Contractor's Warranty 2 years Division 15 Refer to Volume 2 of Specification Division 16 Refer to Volume 2 of Specification I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Extended Warranties Section 01783 Page 3 February 11, 2008 SAMPLE FORM OF EXTENDED WARRANTY TO: The Corooration of the Municioalitv of Clarinoton DATE: Re: Newcastle Branch Librarv EXTENDED WARRANTY FOR: (Name of Trade and Specification Sections or brief identification of work covered. ) WORK COVERED: (Clear description of work covered including specific requirements noted in individual specification sections.) WARRANTY: 1. We agree to be responsible for the proper performance of the work only to the extent that the design and specifications permit such performance. 2. Subject to Paragraph 1, we agree to correct promptiy at our own expenses, defects or deficiencies in the work which appear prior to and during the period of years from the date of Substantial Performance of the Work provided prompt written notice of observed defects and deficiencies is given. 3. We agree to correct or pay for damage resulting from corrections made under the requirements of Paragraph 2. 4. We further agree that all nems which are required to be repaired or replaced under the terms of this warranty, shall be warranted from the time of such repair replacement, for one year of the remainder of the originai warranty plus one year whichever is greater. 5. We agree that the Owner may carry out detailed and exhaustive inspection of our work prior to expiry of this warranty. 6. Nothing in the above intends to imply that this warrantee shall apply to work, which has been abused or neglected. (Name and Address of Generai Contractor) (Name and Address of Trade Contractor) (Signature & Corporate Seal) (Signature & Corporate Seal) I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.1 Section Includes 1.2 Related Sections 1.3 Qualllv 1.4 Transportation 1.5 Storage, Handling and Protection Spare Parts and Maintenance Requirements Section 01784 Page 1 February 11, 2008 .1 Spare paris. .2 Maintenance materials. .3 Special tools. .1 Divisions 15 and 16, Testing and Adjusting and Balancing of Systems: Delivery and receipt of spare parts associated with testing, adjusting and balancing. .2 Section 01770, Contract Closeout. .3 .4 Section 01781, Project Record Documents. Section 01782, Operation and Maintenance Manuals. .5 Individual Specifications Sections: Specific requirements for operation and maintenance data. .1 Spare parts, maintenance materials and special tools provided shall be new, not damaged or defective, and of the same quality and manufacturer as Products provided in the Work. .2 If requested, furnish evidence as to type, source and quality of Products provided. .3 Defective products will be rejected, regardless of previous inspections. Repiace Products at own expense. .4 Defective products will be rejected, regardless of previous inspections. Replace products at own expense. .1 Pay costs of transportation. .1 Store spare parts, maintenance manuals and special tools in a manner to prevent damage, or deterioration. .2 Store in original and undamaged condition with manufacturer's seal and labels intact. .3 Store components subject to damage from weather in weatherproof enclosures. .4 Store paints and freezable materials in a heated and ventilated room. .5 Remove and replace damaged products at own expense and to satisfaction of Consultant. Spare Parts and Maintenance Requirements Section 01784 Page 2 February 11, 2008 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipaiity of Clarington SZA Project No. 0633 Tender #CL2008-7 1.6 Saare Parts 1.7 Maintenance Materials 1.8 Saecial Toois PART 2 - PRODUCTS PART 3 - EXECUTION .1 Provide spare parts in quantities specified in individual specification Sections. .2 Provide items of same manufacturer and quality as items in the Work. .3 Deiiver to location as directed; place and store. .4 Receive and catalogue all items. Submit inventory listing to Consultant. Include approved iistings in Maintenance Manual specified in Section 01782. .5 Obtain receipt for delivered products and submit prior to final payment. .1 Provide maintenance and extra materials in quantities specified in individual specification Sections. .2 Provide items of same manufacturer and quaiity as items in the Work. .3 Deliver to location as directed; place and store. .4 Receive and catalogue all items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual specified in Section 01782. .5 Obtain receipt for delivered products and submit prior to final payment. .1 Provide special tools in quantities specified in individual specification sections. .2 Provide items with tags identifying their function and equipment to which they are associated. .3 Deiiver to location as directed; place and store. .4 Receive and catalogue all items. Include iistings in Maintenance Manual specified in Section 01782. N/A N/A I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Clearing and Grubbing Section 02110 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Requirements 1.2 Related Work 1.3 Definitions 1.4 Protection PART 2 - PRODUCTS PART 3 - EXECUTION 3.1 ClearinQ .1 Conform to Sections of Division 1 as applicable. .1 Section 02210 - Site Grading. .2 Section 02905 - Tree Protection. .1 Clearing consists of cutting off trees and brush vegetative growth to not more than a specified height above ground and disposing of felled trees and surface debris. .2 Clearing isolated trees consists of cutting off to not more than a specified height above ground of trees designated and disposing of felled trees and debris. .3 Grubbing consists of excavation and disposal of stumps and roots, boulders and rock fragments to not less than a specified depth below original ground surface. .1 Prevent damage to trees designated to remain, trees on adjacent property, natural features, benchmarks, and utility lines. Make good damage. .2 Apply approved tree paint to cuts or scars suffered by vegetation designated to remain and on adjacent property. .3 Refer to Section 02905 for protection requirements for vegetation and trees designated to remain. NA .1 Clear all trees, shrubs, uprooted stumps and surface debris not designated to remain, as required to facilitate the Work. .2 Cut off trees, brush, and scrub as indicated or as required or directed at a height of not more than 300 mm above ground. .3 Cut off unsound branches and cut down dangerous trees overhanging area cleared. Clearing and Grubbing I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 0211 0 Page 2 February 11, 2008 3.2 Close Cut Clearina 3.3 Isolated Trees 3.4 Grubbina 3.5 Removal and Diseosal 3.6 Finished Surface .1 Cut off trees, shrubs, stumps and other vegetation at ground level. .2 Perform close cut clearing by hand. .1 Cut eff isolated trees indicated as required or directed by Consultant at a height of not more than 300 mm above ground. .2 Grub out isolated tree stumps. .1 Grub out stumps and roots to not less than 300 mm below original ground surface. .2 Grub out visible rock fragments and boulders, greater than 300 mm in greatest dimensions. .1 Remove cleared materials off site. .2 Marked trees are to be retained as shown and as instructed by Consultant. .3 Controlled burning is not permitted. .4 Burying cleared or grubbed materials is not permitted. .1 Leave ground surface in a condition suitable for immediate grading operations. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 General Reauirements 1.2 Related Work 1.3 References 1.4 Site Conditions 1 .5 Protection PART 2 - PRODUCTS 2.1 Materials Site Grad ing Section 02210 Page 1 February 11, 2008 .1 Conform to sections of Division 1 as applicable. .1 Excavation, Trenching and Backfilling: Section 02223. .2 Topsoil, Finish Grading: Section 02260. .3 Site Services: Section 02233. .4 Tree Protection: Section 02905. .5 Geo-Technicallnvestigation Report- Volume 3. .1 ASTM D698-91, Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (600 kN-m/m). .1 Known underground and surface utility lines and buried objects are as indicated on site plan. Contractor shall verify locations with local Utility company prior to proceeding. 2 Dewatering in Section 02223 Excavating, Trenching and Backfilling. .3 Refer to detailed installation of catch basins and manholes and other drainage requirements. .1 Protect existing fencing, trees, landscaping, bench marks, buildings, pavement, sidewalks, curbs, and surface or underground utility lines which are to remain as directed by Consultant. If damaged, restore to original or better condition uniess directed otherwise. .2 Maintain access roads to prevent accumulation of mud on roads. .3 Keep adjacent streets and pedestrian and fire routes open and clean at all times. .1 Excavated or graded material which meets the criteria for site grading as outlined in the Owner's Geo-technical Report (Volume 3) may be used as the fill of this Section. Site Grading I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02210 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Stripping of Paving, Walks and Grassed Areas. etc. 3.2 Gradino .5 .2 Supplement as required with: .1 Fill material: Type 3 in accordance with of Section 02223 - Excavating, Trenching and Backfilling. .2 This consists of: Selected material from other sources approved by Inspection and Testing Company for use intended, unfrozen and free from rocks larger than 75 mm, cinders, ashes, sods, refuse or other deleterious materials. .3 Excavated or graded material from the site which does not meet the soils report criteria for use and/or is not suitable for use as fill is to be removed from the site. .1 Remove existing grass as required and remove trees designated for removal. .2 Remove existing asphalt, concrete walks, unit pavers, concrete curbs, old foundation walls and footings, etc. as required. .3 Strip to depth required for installation of new base and sub- base in paved area areas and areas of new concrete walks. .4 Remove existing grass and then strip topsoil to a depth of below new finished grade 150 mm in areas of new sod. Remove all stripped material. Topsoil under new sod is to be imported new material. .1 Rough grade to levels, profiles, and contours allowing for surface treatment as indicated. .2 Rough grade to following depths below finish grades: .1 150 mm for grassed areas. .2 350 mm for asphalt paving. .3 250 mm for concrete walks. .3 .4 Slope rough grade away from building 1 :50 minimum. Prior to placing fill over existing ground, scarify surface to depth of 150 mm. Maintain fill and existing surface at approximately same moisture content to facilitate bonding. Compact filled and disturbed areas to corrected maximum dry density maximum dry density to ASTM D698, as follows: .1 85% under landscaped areas. .2 95% under paved and walk areas. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Grading Section 0221 0 Page 3 February 11, 2008 .6 Do not disturb soil within branch spread of trees or shrubs to remain. 3.3 Testina .1 Inspection and testing of soil compaction will be carried out by testing laboratory designated by Consultant. Costs of tests will be paid by allowance in Section 01001. .2 Submit testing procedure, frequency of tests, testing laboratory as designated by ULC or certified testing personnel to Consultant for approval review. 3.4 Excavated Material and Surclus Materiai .1 Remove all surplus excavated and imported material off site. .2 Dispose of excavated and surplus materials in accordance with requirements of authorities having jurisdiction and all applicable regulations. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill Section 02223 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1.3 References 1 .4 Definitions .1 Conform to Sections of Division 1 as applicable. .2 Refer as well to Geotechnical Report in Volume 3. .1 Regulatory Requirements: Section 01060. .2 Safety Requirements: Section 01545. Temporary Controls: Section 01560. .3 .4 Environmental Protection: Section 01561. .5 .6 Site Grading: Section 02210. Site Services: Section 02233. .7 Tree Protection: Section 02905. .1 ASTM C117-90, Test Method for Material finer than: 0.075 mm Sieve in Mineral Aggregates by Washing. .2 ASTM C136-84a, Method for Sieve Analysis of Fine and Coarse Aggregates. .3 ASTM D1557-78(1990), Test Methods for Moisture Density Relations of Soils and Soil-Aggregate Mixtures Using 4.54 kg Rammer and 457 mm Drop. .4 CAN/CGSB-8.1-88, Sieves, Testing, Woven Wire, Inch Series. .1 Excavation Classes: Only two (2) classes of excavation will be recognized; common excavation and other excavation. .1 Common Excavation: Excavation of materials of whatever nature, including dense tills, hardpan and frozen materials. .2 Other excavation: excavation of deposits of whatever character encountered in work, including redundant services, asphalt, concrete (including old footin9s, foundation walls, etc.). .2 Topsoil: Material capable of supporting good vegetative growth and suitable for use in top dressing, landscaping and seeding. .3 Waste Material: requirements. All excavated material or surplus to Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill Section 02223 Page 2 February 11, 2008 .4 Borrow Material: Material obtained from off site as required for construction of fill areas or for other portions of work. N.B. No excavated material is suitable for use except for site grading and trench backfill in accordance with requirements of the soils report. .5 Unsuitable Materials .1 Very weak and compressible materials under excavated areas to depths as indicated. .2 Frost susceptible materials under excavated areas to depths as indicated. .3 Frost susceptible materials: .1 Fine grained soils with plasticity index less than 10 when tested to ASTM D4318,and gradation within limits specified when tested to ASTM D422and ASTM C136: Sieve sizes to CAN/CGSB-8.1. Sieve Desionation % Passino 2.00 mm 100 0.10 mm 45-100 0.02 mm 10-80 0.005 mm 0-45 .2 Coarse grained soils containing more than 20% by mass passing 0.075 mm sieve. .4 All soil on site is unsuitable for use except as backfiil of services trenches and site grading. .6 Un shrinkable Fill: Very weak mixture of Portland cement, concrete aggregates and water that will resist settlement when placed in utility trenches, but is capable of being readily excavated. .7 Existing Buried Utilities and Structures .1 Size, depth and location of existing utilities and structures as indicated are for guidance only. Completeness and accuracy are not guaranteed. .2 Prior to commencing excavation work, notify applicable owner or authorities having jurisdiction, establish location and state of use of buried utilities and structures. Owners or authorities having jurisdiction to clearly mark such locations to prevent disturbance during work. .3 Confirm locations of buried utilities by carefui test excavations. .4 Maintain and protect from damage, water, sewer, gas, electric, telephone and other utilities and structures encountered. .5 Where utility lines or structures which are not indicated in area of excavation are discovered, obtain direction of Consultant before removing or re-routing. .6 Record location of maintained, re-routed and abandoned underground lines. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill Section 02223 Page 3 February 11 , 2008 1.5 Shoring, Bracing and Underoinnina 1.6 Samples 1.7 Scope .8 Existing Neighbouring Buildings and Surface Features .1 Conduct, with Owner's representative, condition survey of existing adjacent buildings, trees and other plants, lawns, fencing, service poles, wires, rail tracks, pavement, survey bench marks and monuments which may be affected by work. .2 Protect existing buildings and surface features which may be affected by work from damage while work is in progress. In event of damage, immediately make repair to approval of Consultant. .1 Protect existing features in compliance with Section 01545 - Safety Requirements and applicable local regulations. .1 Submit samples in accordance with Section 01001 General Requirements. .2 Inform Consuitant at least one (1) week prior to commencing work, of proposed source of fill materials and provide access for sampling. .1 Carry out the program of preioading of the soil in accordance with detailed Specifications in this Section, the Drawings and Volume 3, Geotechnical Report. Base your Bid on the assumptions set out in the Drawings and Specifications. The Geotechnical engineer will review the work on site and issue instructions based on actual conditions as they occur and based on site test results. If these instructions differ from the assumptions set out in the Contract Documents, adjustments to the contract will be made in accordance with GC 6 (and associated Supplementary Conditions). .2 As shown on the Drawings: Excavate, trench and backfill for building, site work, mechanical and electrical work, and all underground services including connections to utilities outside of the property. .3 Do a thorough review of all the project drawings to determine the complete scope. .4 Refer to the Owner's Geotechnical Report in Volume 3 and incorporate all of its requirements except where those requirements differ from excavation trenching and backfill requirements shown in the drawings or the specifications. In case of conflict follow the Drawings and Specifications. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill I I I I I I I I I I I I I I I I I I I Section 02223 Page 4 February 11, 2008 PART 2 - PRODUCTS 2.1 Materials PART 3 - EXECUTION 3.1 Site Preoaration 3.2 Dewaterino .1 Type 1 Fill: Granular 'A' crushed stone material conforming to Ontario Ministry of Transportation, Form 1010, January 1980. Maximum size aggregate 16 mm. .2 Type 2 Fill: Granular 'B' crushed stone material conforming to Ontario Ministry of Transportation, Form 1010, January 1980. Maximum size aggregate 22.4 mm. .3 Type 3 Fill: Selected material from other sources, approved by Engineer for use intended, unfrozen and free from rocks larger than 75 mm, cinders, ashes, sods, refuse or other deleterious materials. .4 Type 4 Fill: 19 mm Clear Crushed Stone. Type 5 Fill: Selected sub-soil materials excavated from the site. Type 5 fill is suitable for re-use only for site grading and trench backfill in accordance with the requirements of the Geotechnical Report. N.S. Much of the existing sub-soil materials are unsuitable for any use. Refer to the Geotechnical Report. .5 .6 Unshrinkable Fill .1 Maximum compressive strength of 0.4 MPa at 28 days. .2 Maximum Portland Cement content of 25 kg/cu.m. .3 Minimum strength of 0.07 MPa at 24 hours. .4 Concrete aggregates: to CAN/CSA-A23.1. .5 Portland cement: Type 10. .6 Slump: 160 mm to 200 mm. .7 Geotextiles: As approved by Consultants. .1 Remove obstructions from surfaces to be excavated within limits indicated. .2 Cut pavement neatly along limits of proposed excavation in order that surface may break evenly and cleanly. Remove existing trees and grass where indicated. .3 .1 Keep excavations free of water while work is in progress. .2 Protect open excavations against flooding and damage due to surface run-off. I I I I I I I I I I I I I I I I I I I NewcasUe Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill Section 02223 Page 5 February 11, 2008 3.3 Stockoilino 3.4 Preloadino of the Site 3.5 Excavation .3 Dispose of water in accordance with applicable regulations, requirements of authorities having jurisdiction, and in a manner not detrimental to public and private property, or any portion of work compieted or under construction. .1 Stockpile fill materials in areas designated by Consultant. Stockpile granular materials in manner to prevent segregation. .2 Protect fill materlais from contamination. .1 All preloading is to be done under the review and direction of the Geotechnical Engineer. The following assumptions (in conjunction with those shown on the Drawings) are to be used in determining the Bid Prices. Adjustments to the Contract Price (as a result of actual conditions and direction of Geotechnical Engineer) will be done in accordance with Contract provisions. .2 Refer to sequence Drawings included in the Project Drawings. .3 Excavate to area beyond building footprint as required. .4 After review and acceptance of Geotechnical Engineer install compacted Granular B to depths shown. .5 After entire Granular B preload is accepted by Geotechnical Engineer, leave in place for 40 working days. The site will be monitored by the Geotechnical Engineer. .6 Mer 40 working days and after direction by the Geotechnical Consultant, remove Granular B within building footprint down to bearing elevation of sub-base for footings, piers and foundation walls. Pour foundations after acceptance by Geotechnical Engineer. .7 Dispose of any surplus material off site. .1 Before commencement of work, arrange with Bell Canada, Hydro, Gas Company, Cable Company, Municipality of Clarington, Region of Durham, or any other utilities to locate all existing services. Excavating, Trenching and Backfill I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02223 Page 6 February 11, 2008 .2 See Owner's Geotechnical Report (Section 00220) and incorporate all its requirements except where this differs from excavation requirements shown on drawings. Support all piping on approved earth or other foundation or hangers. Earth support must be minimum 100% density Modified Proctor (ASTM #0-1527) compaction and proven such conditions exist. Include for necessary soil tests to verify earth foundation will support drains as required at approximately 2400 mm centres. Provide supports to meet Building Code, including piers where earth foundation or hangers are not acceptable to Authority having jurisdiction. .3 Excavate to lines, grades, elevations and dimensions as indicated. .4 Excavate and remove all excavated materiais on site: .1 In accordance with procedures wet out in Drawings and Specifications, Volume 3 and as required to carry out the Work. After review by Geotechnical Engineer carry out any additional excavation required. .5 Remove concrete, masonry, paving, walks, demolished foundations and rubble and other obstructions encountered during excavation. .6 Excavation must not interfere with normal 45" splay of bearing from bottom of any footing and do not leave open more than 15 m at end of day's operation. .7 Do not disturb soil within branch spread of trees or shrubs that are to remain. if excavating through roots, excavate by hand and cut roots with sharp axe or saw. This includes trees growing on adjacent properties where roots intrude into this property. Comply with requirements of Section 02905 Tree Protection. .8 For trench excavation, unless otherwise authorized by Consultant in writing, do not excavate more than 30 m of trench in advance of installation operations. .9 Dispose of excavated material off site. .10 Do not obstruct flow of surface drainage. .11 Earth bottoms of excavations to be undisturbed soil, level, free from loose, soft or organic matter. .12 Notify Consultant when bottom of excavation is reached. .13 Obtain Engineer's approval of completed excavation. .14 Remove unsuitable material from trench bottom to extent and depth as Directed by Engineer. I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill Section 02223 Page 7 February 11, 2008 3.6 Fill Types and ComDaction 3.7 Bedding and Surround of Underoround Services 3.8 Backfillino .15 Where required due to unauthorized over-excavation, correct as follows: .1 Fill under bearing surfaces and footings with concrete specified for footings. .2 FiIi under other areas with Type 2 fill compacted to not less than 95% of corrected maximum dry density. .16 Hand trim, make firm and remove loose material and debris from excavations. Where material at bottom of excavation is disturbed, compact foundation soil to density at least equal to undisturbed soil. .1 Use fill of types as indicated or specified below. Compaction densities are percentages of maximum densities obtained from ASTM 01557 corrected maximum dry density: .1 Exterior side of perimeter walls: Use Type 2 fill to subgrade level. Compact to 98%. .2 Within building area: use Type 2 to underside of base course for floor slabs. Compact to 98%. .3 Under concrete slabs on grade: Base Course consists of 200 mm of Type 1 Fill followed by a 200 mm depth of Type 4 fill. Thoroughly roll and consolidate to lines and levels shown. .4 Retaining walls: use Type 2 fill to subgrade level on high side for minimum 500 mm from wall and compact to 95%. For remaining portion, use Type 3 fill compacted to 95%. .5 In all cases include up to an additional average 150 mm in granular to cover local irregularities. .1 Place and compact granular material for bedding and surround of underground services as indicated and as specified in Division 15 and 16 and in Section 02233 (Site Services). .2 Place bedding and surround material in unfrozen condition. .1 Do not proceed with backfilling operations until Inspection and Testing Company or Geotechnical Engineer has inspected and approved installations. .2 Areas to be backfilled to be free from debris, snow, ice, water and frozen ground. .3 Do not use backfill material which is frozen or contains ice, snow or debris. .4 Place backfill material in uniform layers not exceeding 150 mm compacted thickness up to grades indicated. Compact each layer before placing succeeding layer. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Excavating, Trenching and Backfill Section 02223 Page 8 February 11, 2008 3.9 Restoration .5 Backfill Around Installations .1 Place bedding and surround material as specified elsewhere. .2 Do not backfill around or over cast-in-place concrete within 24 hours after placing of concrete. .3 Place layers simultaneously on both sides of installed work to equalize loading. .4 Where temporary unbalanced earth pressures are liable to develop on walls or other structures: .1 Permit concrete to cure for minimum 14 days or until it has sufficient strength to withstand earth and compaction pressure and approval obtained from Engineer or: .2 If approved by Engineer, erect bracing or shoring to counteract unbalance, and leave in place unlii removal is approved by Engineer. .1 Upon completion of work, remove waste materials and debris, trim slopes, and correct defects as directed by Consultant. I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Related Work 1.2 Work by Others (Paid bv Owner) I I I I I I I I I I I 1 .3 Site Conditions 1 .4 Description of Services Site Services Section 02233 Page 1 February 11, 2008 .1 Site Grading: Section 02210. .2 Excavating and Backfilling except as specified herein: Section 02223. .3 Topsoii and Finish Grading: Section 02921. .4 Paving: Section 02516. .1 The Owner will pay the Utility (Veridian) directly for the following Work: .1 .2 .3 .4 .5 Supply and installation of overhead primary line to the transformer. Supply and installation of new hydro pole. Supply and installation of new transformer. Connection between secondary feeders and the transformer. Supply and installation of current transformers and phase transformers and meter. Work by this Contract: .1 Secondary duct bank and feeders. .2 Meter cabinet. .3 Grounding, etc. .4 All Work shown in Division 16 Documents. .2 The Owner wili pay the Region of Durham for the following Work: .1 .2 .3 .3 .4 Storm sewer (no work). Sanitary sewer (no work): All work to the manhole including connection and manhoie reinstatement is by this Contract. Domestic water (no work). Fire hydrant and connection to the Regional Service wili be paid directly by the Owner. .1 Examine sub-surface soii report distributed separately to those receiving bid documents. .1 Water Supply: From just inside buiidlng face including piping valves and connection requirements as indicated. Storm Water Drainage .1 From points 900 mm outside the building. .2 Install new storm services as shown and as required by authorities. Make new connections as indicated and as required by authorities. .2 Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Services Section 02233 Page 2 February 11, 2008 1.4 Requirements of Reoulatorv Aoencies .3 Obtain signatures required, pay inspection charges and cut permit fees as required. .3 Sanitary Waste Drainage .1 From points 900 mm outside the buiiding. .2 Instail new sanitary services as shown and as required by authorities. This Work includes connecting to and reinstating the sanitary manhole in the Regional right-of- way. Maintain ail clearances required. .3 Obtain signatures required, pay inspection charges and cut permit fees and connect sanitary drain to existing Sanitary Sewer as shown on Drawing. .4 Electrical and Communication Services .1 From location shown on site plans to face of building. .2 Excavate for new secondary duct banks. .3 Form and pour new concrete duct bank on backfill as shown and specified and in accordance with Veridian requirements. Instail secondary cables up the pole. .4 Conduits supplied and instailed by Division 16. .5 Veridian will instail primary cables, new hydro pole, transformer and connect secondary cables to the transformer. .6 Coordinate with Division 16 and Veridian as required. .7 Communications by Beil and Cogeco Cable. Coordinate with these companies. .8 Backfiil duct bank as specified. Restore disturbed materials and surfaces as specified. .9 Excavate and backfiil for site lighting, site sign and other electrical site services as shown. .10 Cost of Veridian's work will be paid directly by the Owner. .5 Gas Services .1 Excavate, backfiil and restore surfaces as required for instailation of gas service and removal of existing. .2 Gas service will be instailed by the Utility. Coordinate and cooperate with Utiiity as required. .6 Refer to ail the project drawings for fuil scope of site services required. .1 Determine detaiied requirements of local authorities having jurisdiction and conform to those requirements. Correct Instailed work as directed by authorized inspector of such authorities. Ensure methods/materiais and instailations comply with goveming Provincial and Regional or Municipal authorities. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Services Section 02233 Page 3 February 11 , 2008 1.5 Service Connections PART 2 - PRODUCTS 2.1 Materials .1 Perform all work necessary for new water, sanitary, storm, gas and electric and communication services under utility or municipal direction and approval as appropriate. Obtain road occupancy and other permits and approvals as required. Pay all charges. Connect services to street mains in accordance with applicable regulations, authorities having jurisdiction, municipal and utility requirements. .2 Locate all existing services in road allowance and at property. Do not disturb any existing services. Obtain approvals from authorities having jurisdiction and comply to their requirements. .1 Water Service: As indicated on Drawings .1 Water service piping shall be sizes and types shown. All materials and methods to applicable standards and Region of Durham, Municipality of Clarington requirements. .2 Anchor each bend, tee, cap, valve and branch with 20 MPa cast in place concrete to Utility Standard Details. Provide polyethylene encasement to ANSI #A21.5. .3 Provide cathodic protection as required by City Including anodes. .4 Provide water piping to building where shown maintaining clearances from other services required by Authority. Bury piping at least 1700 mm below finished grade to top of pipe. Conform to NFPA-24 of latest date. .5 Buried portions of hydrants, water main fittings and valves shall have total covering of metal surface by Denso System treatment (paste, mastic and tape) complete with zinc sacrificial washers and Protecto caps to Municipality approval. .6 Buried water main valves: McAvity #20075-0 or approved equal, cast iron body, bronze fitted with non- rising spindle, 'Region of Durham/Municipality of Clarington' tapered operating nut fitted with Emco #4 or approved equal valve box with guide plate for minimum 1700 mm depth of bury. Valve shall open clockwise. .7 Set buried valves on minimum 150 mm thickness of 15 MPa concrete of full excavation size and secure in position. .2 Storm and sanitary piping: as indicated on the drawings. .3 Pipe beds: Bed pipes and laterals on 300 mm granular A material. Backfill and cover to 300 mm above the pipes with granular material before backfill. Where required import unfrozen material. Refer to attached detail drawings. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Services Section 02233 Page 4 February 11, 2008 PART 3 - EXECUTION 3.1 InsDection 3.2 Excavation for Trenches .4 Electrical and communication duct banks as indicated on Drawings and in accordance with Veridian requirements. .5 Gas service, piping and connections by Utility up to the meter. Excavations and backfill by Utility from street connection to the meter. .6 Granular Bedding and Backfill .1 Type 1 Fill: Granular A crushed stone material conforming to Ontario Provincial Standard Specification 1010, April 2004. .2 Type 2 Fill: Granular B crushed stone material conforming to Ontario Provincial Standard Specification 1010, April 2004. .3 Type 3 Fill: Selected material from other sources, approved by Engineer for use intended, unfrozen and free from frozen material, cinders, ashes, sods, refuse or other deleterious material. .4 Type 4 Fill: Clean sand. .5 Type 5 Fill: Subsoil materials excavated during trenching and considered suitable for reuse only during backfilling of trench. It must be free from frozen material, cinders, ashes, sods, refuse or other deleterious material. .1 Report to Consultant improper, unstable areas, areas requiring additional compaction or other unsatisfactory conditions. .2 Begin installation after deficiencies have been corrected. .1 Execute excavating work with suitable machinery or by hand as may be necessary and: .1 Made to the depth and dimensions shown on the drawings. Remove rock as required. .2 Kept free of water at all times by bailing, pumping or a system of drainage as required. Use and maintain pumps or suitable type and size, suction discharge lines and or well points of sufficient capacity until such time as the permanent drainage system is installed, approved and is in operation. .3 Protect the excavation to prevent damage or erosion by frost, water and other conditions. .2 Cut and trim banks of excavations evenly as nearly vertical as possible and shore as required to prevent caving-in. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Services Section 02233 Page 5 February 11, 2008 3.3 Pipe Lavina 3.4 Backfillino .3 Keep the bottom of excavation clean and free of loose material, slope or grade as required. .4 Trim the bottom of trench excavation by hand in order to provide suitabie pockets for the pipe bells or couplings. .1 Handle, lay, bed, join all pipes carefully and in such manner as to preclude any possibility of damage thereto. .2 Lay and join all pipes in strict accordance with written manufacturers instructions and general as follows: .1 In straight lines and to required even grades, or level. .2 Clean pipe thoroughly before laying and protect from dirt and water infiltration. .3 Where the pipes enter or leave catch basins, or similar structure, support the pipes on concrete cradles through backfilled area. Concrete support shall extend laterally from undisturbed soil to the face of concrete will through which the pipes pass. Refer to attached detail drawing. .4 If the bottom of the trenching is considered as unstable ground, notify the Consultant immediately and let him decide the method of supporting the pipe through unstable soil area. .3 Install water, storm and sanitary pipe in strict accordance with OPSD 1102.01, 1005.01 and 802.03, all class B and with manufacturer's written instructions. One copy of these instructions must be available at any time for inspection in the Contractors Field Office. .4 Install concrete thrust blocks at all bends, tees of water main in accordance with attached detail drawing. .5 Include in the contract up to an additional 150 mm of granular to cover local irregularities in the soils condition and rock. .1 Obtain the Consultanfs approval prior to commencement of backfilling of the pipe trenches. Backfill the trenches carefully to prevent injury to the work and subsequent settlement and execute the backfilling generally as follows: .1 Backfill in accordance with class B, OPSD 1102.01,1005.01 and 802.03. .2 Provide 300 mm granuiar A bedding for the bottom of the trenches in rock and 150 mm granular A bedding for the bottom of trenches in soil. .3 Backfill above the top of any pipe with a minimum of 300 mm of granular A. This is above and beyond the ciass B requirements in OPSD. 1102.01, 1005.01 and 802.03. .4 Backfill and consolidate the remainder of the trench in Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Services Section 02233 Page 6 February 11, 2008 3.5 Concrete Work 3.6 Field Quality 300 mm layers with type 4 material from the excavations, free from clods and stones over 100 mm in diameter, waste materials, debris and frozen portions to the level 150 mm below surrounding ground in grassed areas. .5 Compact each layer thoroughly at optimum moisture content with approved hand or mechanical tampers to a density equal to that of the adjacent original undisturbed sub-soil or to 95% Standard Proctor Dry Density. .2 Do not puddle or flood with water for consolidating the backfill. Add water during the compaction to the optimum moisture of the backfilling material. .3 Trenches Below Paved or Graveled Areas .1 Crushed stone or uncrushed bank or pit run gravel, obtained from an approved source and conforming to the requirements for class B aggregate, Ministry of Transportation Specifications Form 1010, compacted to 225 mm layers. .2 The above means granular B for the full depth of the trench above the granular A and below the granular A base below the paved and concrete areas. .1 Provide concrete work in accordance with Section 03300. .2 Concrete: Air entrained type with minimum strength at 28 days of 20.0 MPa. .1 Line Testing .1 Carry out tests on all drainage and water supply lines in the presence of the Consultant. .2 Backfill the water main trenches partially prior to commencement of the tests; complete the backfilling when the tests are completed and approval by the Consultant is obtained. .3 Hydrostatic Testing of water service as required by Building Code as amended. Fill piping with cold water, bleed off air and pressure test at 1380 kPa for at least 4 hours without decrease in pressure. If necessary, arrange and pay local authority to witness and approve test. .4 Co-operate with Utility to clean, disinfect and test water main providing necessary test outlets and drains to Utility direction. Give 48 hour advance notice to Utility before commencing work. .5 Disinfect water mains in strict accordance with Ontario Provincial Standard Specification 701 and Region of DurhamlMunicipality of Clarington. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Services Section 02233 Page 7 February 11, 2008 .2 Storm and Sanitary Sewers Examination and Testing .1 The Contractor shall carry out all tests required by OPSS. as well as a CCTV inspection. Provide Consultant with two (2) copies of CCTV tapes and CDs. 3.7 Site Electrical Work .1 All installation work shall be in accordance with Veridian requirements and requirements of applicable Codes. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Topsoil and Finish Grading Section 02260 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 Related Work 1 .2 Source Quality 1.3 Schedulina of Work PART 2 - MATERIALS 2.1 Materials PART 3 - EXECUTION 3.1 Preparation of Grades .1 Section 02210: Site grading. .1 Topsoil to be used is to meet the standard below and is to be imported to site. No site material is suitable for use. .1 Schedule placing of topsoil to permit planting operations under optimum conditions. .1 Topsoil: Screened, friable, neither heavy clay nor of very light sandy nature consisting of 45% sand, 35% silt, 20 % clay with 6 to 7 pH value. Free from subsoil, roots, vegetation, debris, toxic matter, and stones over 25 mm dia. .2 Fertilizer .1 Complete commercial synthetic fertilizer with a minimum 65% insoluble nitrogen. .2 Formulation ratio: 8-30-12 .3 Limestone .1 Ground agricultural limestone containing minimum 85% of total carbonates. .2 Gradation requirements: percentage passing by weight, 90% passing 1.0 mm sieve; 50% passing 0.125 mm sieve. .1 Grade soil, eliminating uneven areas and low spots, ensuring positive drainage. Remove sail contaminated with toxic materials. Dispose of removed materials as directed by Consultant. .2 Cultivate entire area which is to receive topsoil to depth of 150 mm. Repeat cultivation in those areas where equipment used for hauling and spreading has compacted soil. .3 Remove surface debris, roots, vegetation, branches, and stones in excess of 50 mm diameter. Repeat cuitivation and removal of debris as required. Topsoil and Finish Grading I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02260 Page 2 February 11 , 2008 3.2 Spreading of Topsoil/Plantino Soil 3.3 Soil Amendments 3.4 Application of Fertilizer 3.5 Finish Gradino 3.6 Surplus Material .1 Spread topsoil after Consultant has inspected and approved sub- grade. .2 Spread topsoil with adequate moisture in uniform iayers over approved, unfrozen subgrade, where sodding and planting is indicated. .3 Apply topsoil as indicated: Seeded areas 150 mm deep. Planting beds 300 mm deep. .4 Manually spread topsoiVplanting soil around trees, shrubs, and obstacles. .1 Mix soil amendments into full depth of topsoil prior to application of fertilizer. .1 Spread fertilizer uniformly over entire area of topsoil at manufacturer's recommended rate of application. .1 Fine grade and loosen topsoil. Eliminate rough spots and low areas to ensure positive drainage. Prepare loose friable bed by means of cultivation and subsequent raking. .2 Roll to consolidate topsoil for areas to be seeded or sodded leaving surface smooth, uniform, firm against deep foot printing, and with a fine loose texture to approval of Consuitant. .1 Dispose of materiais not required off site. I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Trees Section 02490 Page 1 February 11, 2008 PART 1 - GENERAL 1.0 Generai 1.1 Related Work 1.2 Scooe of Work 1 .3 Source Quality Control 1.4 Shipment Pre-Plantino Care .1 Comply with requirements of Division 1, as applicable. .1 Tree Grates and Guards - Section 02523. .1 Included in the Base Bid is: .1 Supply and plant new trees, species as shown, minimum caliper as shown. .2 Topsoil and preparation of planting beds. .1 .2 Obtain approval of plant material at source. Notify Landscape Architect of source of plant material at least seven days in advance of shipment. No work under this Section is to proceed without approval. .3 Acceptance of plant material at its source does not prevent rejection on site prior to or after planting operations. .4 Imported plant material must be accompanied with necessary permits and import licenses. Conform to Federal and Provincial regulations. .1 Coordinate shipping of plants and excavation of holes to ensure minimum time lapse between digging and planting. .2 Tie branches of trees and shrubs securely and protect plant material against abrasion, exposure and extreme temperature change during transit. Avoid binding of planting stock with rope or wire which would damage bark, break branches or destroy natural shape of plant. Give full support to root ball of large trees during lifting. .3 Cover plant foliage with tarpaulin, and protect bare roots by means of dampened straw, peat moss, saw dust or other acceptable material to prevent loss of moisture during transit and storage. .4 Remove broken and damaged roots with sharp pruning shears. Make clean cuts and treat cuts over 10 mm diameter. with wound dressing. .5 Keep roots moist and protected from sun and wind. Heel-in trees and shrubs which cannot be planted immediately in shaded areas and water well. Trees I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02490 Page 2 February 11, 2008 1.5 Guarantee 1.6 Reolacements PART 2 PRODUCTS 2.1 Materials .1 The Contractor hereby warrants that plant material as itemized on the plant list will remain free of defects for twelve months. .2 End-of-warranty review will be conducted. .3 The Consultant reserves the right to extend the Contractor's warranty responsibilities for an additional one (1) year period if, at end of initial warranty period ieaf development and growth is not sufficient to ensure future survival. .1 During warranty period remove from site any plant material that has died or failed to grow satisfactorily as determined..by the landscape architect. .2 Replace plant material during the same or next planting season as determined by the landscape architect. .3 Extend warranty on replacement plant material for a period equal to the original warranty period. .4 Continue such replacement and warranty until plant material is acceptable. .1 Water: Potable and free of minerals which may be detrimental to plant growth. .2 Stakes: T-bar steel stakes 38 x 38 x 5 x 2440 mm. .3 Cables and accessories: All factory galvanized. .4 Guy wires: Steel wire strand to CSA G4-M1977 at following sizes: .1 .2 Trees under 75 mm caliper use 2.5 mm wire. Trees 75 to 150 mm caliper use 3 mm wire. .5 Tree rings: fabricated from 3 mm galvanized wire encased in two ply reinforced 12 mm dia. rubber garden hose or equivalent. .6 Tree wrapping material: new, clean, plain burlap strips minimum 2.5 kg/s.m. mass and 150 mm wide. .7 Anti-desiccant: Wax-like emulsion to provide film over plant surfaces reducing evaporation but permeable enough to permit transpiration. .8 Wound dressing: Horticulturally accepted non-toxic, non- hardening emulsion. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Trees Section 02490 Page 3 February 11, 2008 2.2 Plant Material .9 Mulch: Fully shredded bark mulch, to the approval of the Consultant. Submit samples prior to placement. .1 Quality and Source: Comply with Guide Specifications for Nursery Stock, 1978 Edition of Canadian Nursery Trades Association referring to size and development of plant material and root ball. Measure plants when branches are in their natural position. Height and spread dimensions refer to main body of plant and not from branch tip to branch tip. Use trees and shrubs of No.1 grade. .2 Additional Plant Material Qualifications .1 Plant material obtained from areas with milder climatic conditions from those of site acceptable only when moved to site prior to the breaking of buds in their original location and heeled-in in a protected area until conditions suitable for planting. .2 Use trees and shrubs with strong fibrous root system free of disease, insects, defects or injuries and structurally sound. Use trees with straight trunks, well and characteristically branched for species. Plants must have been root pruned regularly, but not later than one growing season prior to arrival on site. .3 Large trees must have been half root pruned during each of two successive growing season prior to arrival on site. .4 Plant material that has come out of dormant stage and is too far advanced unless prior approval obtained. .3 Cold Storage: Approval required for plant material which has been held in cold storage. .4 Container-Grown Stock: Acceptable if containers large enough for root development. Trees and shrubs must have grown in container for a minimum of one growing season. Root system must be able to hold soil when removed from the container. Plants that have become root bound are not acceptable. Container stock must have been fertilized with slow release fertilizer. .5 Balled and Burlapped: Coniferous and broad-leafed evergreens over 500 mm tall must be dug with soil ball. Deciduous trees in excess of 3 m height must have been dug with a large firm ball. Root balls must include 75% of fibrous and feeder root system. This excludes use of native trees grown in light sandy or rocky soil. Secure root balls with burlap, heavy twine and rope. For large trees: wrap ball in double layer of burlap and drum lace with minimum 10 mm dia. rope. Protect root balls against sudden changes in temperature and exposure to heavy rainfall. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Trees Section 02490 Page 4 February 11, 2008 PART 3 - EXECUTION 3.1 Workmanshio 3.2 Plantino Time .6 Tree Spade Dug Material: Dig plant material with mechanized digging equipment of hydraulic spade or clam-shell type. Root balls to satisfy CNTA standards. Lift root balls from hole, place in wire basket designed for purpose and line with burlap. Replace root ball and tie basket to ball with heavy rope. Take care not to injure trunk of tree with wire basket ties or rope. .7 Substitutions to plant material as indicated on planting plan not permitted unless written approval from Consultant has been obtained as to type, variety and size. Plant substitutions must be of similar species and of equal or larger size as to those originally specified. Requests for substitutions must be in writing as an RFI in accordance with requirements of Section 01001. .1 Stake out location of trees and planting beds as per planting plan. Obtain approval prior to excavating. .2 Apply anti-desiccant in accordance with material manufacturer's instructions. .3 Co-ordinate operations. Keep site clean and planting holes drained. Immediately remove soil or debris spilled onto pavement. .1 Plant deciduous plant material during dormant period before buds have broken. Plant material noted for spring pianting only must be planted in dormant period. .2 Plant material imported from region with warmer climatic conditions may only be planted in early spring. .3 When permission has been obtained to plant deciduous plant material after buds have broken, spray plants with anti-desiccant to slow down transpiration prior to transplanting. .4 Plant evergreens in spring before buds break. Planting of such stock after buds have broken may start after middle August. Apply anti-desiccant to evergreens before digging. .5 When permission has been obtained, trees, shrubs, and groundcovers growing in containers may be planted throughout growing season. .6 Plant only under conditions that are conducive to health and physical conditions of plants. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Trees Section 02490 Page 5 February II, 2008 3.3 Excavation 3.4 Plantina .7 Provide planting schedule. Extending planting operations over long period using period using limited crew will not be accepted. .1 Individual Shrubs: Excavated planting holes 600 mm deep and at least 600 mm wide. .2 Small Trees (up to 3.0 m): Excavate holes 600 mm deep with diameter of 300 mm greater than root spread or root ball. .3 Large Trees: Excavate to depth of at least 200 mm deeper than height of root ball, with width of 750 mm greater than diameter of root ball. In heavy soils, increase planting holes by 50 mm for each 100 mm of root ball diameter. .4 Provide drainage for planting holes in heavy soil if natural drainage does not exist. Have method approved. .5 .6 Protect bottom of excavations against freezing. Remove water which enters excavations prior to planting. Ensure source of water is not ground water. .1 Loosen bottom of planting hole to depth of 150 to 200 mm. Cover bottom of each excavation with minimum of 150 mm of topsoil mixture. .2 Plant trees and shrubs vertically with roots placed straight out in hole. Orient plant material to give best appearance in relation to structure, roads, and walks. .3 Place plant material to depth equal to depth they were originally growing in nursery. .4 With balled and burlapped root balls, ioosen burlap and cut away minimum top 1/3 without disturbing root ball. Do not pull burlap or rope from under root ball. With container stock, remove entire container without disturbing root ball. Non bio-degradable wrappings must be removed. .5 Tamp planting soil around root system in layers of 150 mm eliminating air voids. Frozen or saturated planting soil is unacceptable. When 2/3 of planting soil has been placed, fill hole with water. After water has completely penetrated into the soil, complete backfilling. .6 Build 100 mm deep saucer around outer edge of hole to assist with maintenance watering. Trees I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02490 Page 6 February 11, 2008 3.5 Tree Suooort 3.6 Wraooino 3.7 Prunino .7 When planting is complete, give surface of planting saucer a dressing of organic 10-6-4 fertilizer at the rate of 12 kg/100 s.m. far shrub beds or 40 to 50 g/mm of caliper far trees. Mix fertilizer thoroughly with top layer of planting sail and water in well. .8 Add 100 mm layer of bark mulch. .1 Tree support is shown on planting details. .2 Staking: Backfill planting hole 2/3, drive T-bar stake into pit as per details, taking care not to damage main roots. Fasten trunk to stakes or anchors with tree rings. Obtain approval prior to using other methods. .3 Guy Wires .1 For deciduous trees and evergreens fasten three wires to tree where a branch will prevent slipping down. Use tree rings to prevent abrasion of bark. .2 Fasten guy wires to anchors at distance from tree base equal to height of where wire was attached to trunk. Break wires, install wire tighteners and tighten slightly. .3 Where guy wires are used close to pedestrian walkways, fasten brightly coloured flags to wires to make them clearly visible, to the approval of the landscape architect. .1 Wrap deciduous trees spirally from ground up, to a height of second branches, Treat trunk with paste of long residual insecticide, lindane or equivalent before applying wrapping. Secure burlap with binder twine wound in opposite direction to burlap at 100 mm intervals. Place wrapping neatly and snugly with 40 mm overlap. .1 Prune trees and shrubs after planting, as indicated, to compensate for loss of roots suffered during transplanting. Postpone pruning of those trees where heavy weeping of sap may occur, until in full leaf. Employ clean sharp tools and make cuts flush with main branch, smooth and sloping as to prevent accumulation of water. Remove projecting stumps on trunks or main branches. Remove dead and injured branches and branches that rub causing damage to bark. Trim out crown of trees and shrubs without changing their natural shape. Do not damage lead branches or remove smaller twigs along main branches. Treat cuts in excess of 20 mm dia. and damaged parts with application wound dressing. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Trees Section 02490 Page 7 February 11, 2008 3.8 Mulchino 3.9 Maintenance .1 Obtain approval of planting before mulching material is applied. Loosen soil in pianting beds and pits and remove debris and weeds. Spread mulch to minimum thickness of 50 mm. Mulch material susceptible to blowing must be moistened and mixed with topsoil before applying. When mulch is placed in fall, place immediately after planting. When mulch is placed in spring, wait until soil has warmed and frost is out of ground. .1 Water once a week or as required for first four weeks. Ensure adequate moisture in root zone immediately before freeze up. .2 Keep soil within confines of planting saucer around trees and planting beds shallowly cultivated and free from weeds. .3 Spray plants to combat against pests and diseases. Do not use DOT or sprays prohibited by Agriculture Canada. .4 Keep tree guards and guy wires in proper repair. .5 Provide adequate protection against winter damage including damage by rodents. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 PART 1 - GENERAL 1.1 General 1.2 Abbreviations PART 2 - PRODUCTS 2.1 Materials PART 3 - EXECUTION 3.1 General 3.2 Foundations 3.3 Pavement Thickness Asphalt Concrete Paving Section 02516 Page 1 February 11, 2008 .1 Site Grading - Section 02210. .2 Sub-surface Investigation Report 00220. .1 OPSS refers to Ontario Provincial Standard Specifications. .1 Granular Sub-Base: Granular B, OPSS 1010. .2 Granular Base: Granular A, OPSS 1010. .3 Prime Coat: MTO Primer. .4 Asphalt Concrete: OPSS 1150. Traffic Paint: CGSB 1-GP-74M white; thinner CGSB 1-GP-5M. .5 .1 Complete the Work in accordance with recommendations of the Geotechnical Investigation Report in Volume 3 of the Specifications. .1 Foundations for Parking Lot, Roadways and Lane .1 Compacted thickness of Granular B sub-base 250 mm. .2 Compacted thickness of Granular A base 150 mm. .2 Compaction: Compact each lift of granular material. Maximum lift thickness: 100 mm. .1 Compact Granular B to 100% SPMDD. .2 Compact Granular A to 100% SPMDD. .3 Asphalt 97% Marshall Density. .1 Base Course HL3. .2 Wear Course HLB. .3 Thickness of Base and Wear Courses: 40 mm HL3, 50 mm HLB. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Asphalt Concrete Paving Section 02516 Page 2 February 11, 2008 3.4 Traffic MarkinQs .1 Paint pavement markings for all parking spaces shown, in accordance with manufacturer's recommendations, municipal requirements and as indicated. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Walks and Curbs Section 02523 Page 1 February 11 , 2008 PART 1 GENERAL 1.1 General 1.2 Related Work 1 .3 References 1.4 Inspection and Testino 1.5 Standards 1.6 Mock-Uo .1 Comply with Sections of Division 1 as applicable. .2 Supply and install concrete walks and curbs as shown on Drawings C-01, C-02, C-03 and AOOO. .1 Site Grading: Section 02210. .2 Excavating, Trenching and Backfilling: Section 02223. Asphalt Concrete Paving: Section 02516. .3 .4 Concrete Reinforcement: Section 03200. .5 Cast In Place Concrete: Section 03300. .1 ASTM D698-91, Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (600 kN-m/m). .1 Inspection company will test base compaction and will take concrete test cylinders. .2 Give at least 48 hours for each testing operation. .3 Cost of testing and inspection will be paid for by the Cash Allowance in Section 01001. .1 All work to compiy with requirements of the Municipality of Clarington and Region of Durham details and requirements. If Drawings and Specifications appear to conflict with the Municipality of Clarington and Region of Durham Requirements, contact the Consultant for direction before proceeding with the Work. .2 .1 Construct a mock-up of a typical section of sidewalk including joint between sidewalk paneis and junction with asphalt in accordance with requirements of Section 01001. It must be reviewed and accepted before Work of this Section starts. Concrete Walks and Curbs I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02523 Page 2 February 11, 2008 PART 2 - PRODUCTS 2.1 Materials PART 3 - EXECUTION 3.1 Granular Base 3.2 Concrete .1 Concrete Mixes and Materials: To Section 03300 Cast-in-Place Concrete. 2 Reinforcing Steel: Supply by Section 02523 in conformance with applicable Sections of 03200 - Concrete Reinforcement. .3 Joint Filler Curing Compound: To Section 03300 - Cast-in-Place Concrete. .4 Granular Base: Granular A as specified in Section 02223 Excavation, Trenching and Backfilling. Depth 150 mm. .5 Non-staining mineral type form release agent: chemically active release agents containing compounds that react with free lime to provide water soluble soap. .6 Borrow Material: As approved by Engineer. .7 Curing Compound: Florseal by Stemson or approved equal. Accepted Alternate; CS 309Nocomp 20 by WR Meadows. .8 Linseed Oil Mixture: 50% Linseed Oil and 50% Mineral Spirits by volume. .1 Obtain Consultant's review of subgrade before placing granular base. .2 Place granular base material to lines, widths. and depths as ind icated. .3 Compact granular base to at least 98% of maximum density to ASTM 0698. .1 Obtain Engineer's approval of granular base and reinforcing . steel prior to placing concrete. .2 Install reinforcing mesh as specified in Section 03200. .3 Do concrete work in accordance with Section 03300 Cast-in- Place Concrete, as shown, as specified herein and In accordance with the Municipality of Clarington and Region of Durham standards. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 3.3 Tolerances 3.4 Expansion and Contraction Joints 3.5 Curine 3.6 Backfill 3.7 Linseed 011 Treatment Concrete Walks and Curbs Section 02523 Page 3 February 11, 2008 .4 Form all edges and joints between sidewalk slabs using special tool for barrier-free sidewalks which is designed to ease the transition from slab to slab. .5 Immediately after floating, give sidewalk surface uniform broom finish to produce regular corrugations not exceeding 2 mm deep, by drawing broom in direction normal to centre line. Provide edging as indicated. .1 Finish surfaces to within 3 mm in 3 m as measured with straightedge placed on surface. .1 Install tooled transverse contraction joints after floating, when concrete is stiff, but still plastic, at intervals of 1.5 m. .2 Install expansion joints as indicated and as directed by Consultant at maximum intervals of 6 m. .3 Install expansion joints around manholes and catch basins and along length adjacent to concrete curbs, catch basins, buildings, or permanent structure. When sidewaik is adjacent to curb, make joints of curb, gutters and sidewalk coincide. .4 .5 Install joint filler in expansion joints in accordance with Section 03300 - Cast-in-Place Concrete. .1 Cure concrete by adding moisture to exposed finished surfaces for at least 1 day after placing, or sealing moisture in by curing compound after review with Architect. .2 Where burlap is used for moist curing, place two (2) prewetted layers on concrete surface and keep continuously wet during curing period. .3 Apply curing compound evenly to form continuous film. Follow manufacturer's instructions. .1 Allow concrete to cure for seven (7) days prior to backfilling. .2 Backfill to designated elevations with material approved by Engineer. Compact and shape to required contours as indicated or as directed by Engineer. .1 After concrete has cured for specified curing time and when surface of concrete is clean and dry, apply two coats of linseed 011 mixture uniformly to surfaces of curbs, walks and gutters. Concrete Walks and Curbs I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02523 Page 4 February 11, 2008 .2 Linseed oil mixture to consist of 50% boiled linseed oil and 50% mineral spirits by volume. .3 Only apply treatment when air temperature above 10.C. Appiy second coat only when previous coat has thoroughly dried. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Weeping Tile Drainage Section 0271 0 Page 1 February 11, 2008 PART 1 GENERAL 1.1 General Reouirements 1.2 Related Work PART 2 PRODUCTS 2.1 Materials PART 3 EXECUTION 3.1 Installation .1 .1 .1 .2 .3 .4 .1 .2 .3 .4 .5 Conform to Sections of Division 1 as applicable. Excavating, backfilling and rough grading, for weeping tiles and building sub-drains: Section 02223 - Excavating, Backfilling and Rough Grading. Weeping Tiles and Building Sub-drains: CSA B182-M1983, polyvinyl chloride pipe, including solid and perforated pipe, purpose-made fittings, caps and push-on joints as required, nominal size 100 mm (4") complete with geotextile covering. Pipe Joint Compound: Polyvinyl chloride solvent cement. Filter Aggregate: 19 mm (3/4") clear crushed stone. Supply and install complete perimeter system and connect both new and existing to the sump pit using purpose made connections. Verify trenches for weeping tiles and building sub-drains are in accordance with Drawings. If excavation reveals unexpected subsurface drainage conditions which may necessitate revisions to drainage system, advise Consultant immediately and do not proceed until directed. Place geotextile in excavation and cover with filter aggregate, to invert depth and slope shown or specified, and tamp lightly. Lay weeping tile over aggregate in straight lines with perforations facing down. Minimum slope 0.10% unless otherwise shown. Commence laying at outlet and proceed in upstream direction. Use specifically designed fittings at all direction changes and connections to sump pit. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Weeping Tile Drainage Section 02710 Page 2 February 11, 2008 .6 Seal joints with pipe joint manufacturer's instructions. floatation until backfilled. compound in accordance with Protect tiles and drains against .7 Do not cover weeping tiles and building sub-drains with filter aggregate until reviewed. .8 After review, cover weeping tiles with filter aggregate to required depth and width, and tamp lightly. .9 Have weeping tile and sub-drain installation reviewed before permitting backfilling and supervise backfilling to ensure tile and filter fabric is not damaged. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Site Furnishings Section 02870 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 Related Sections 1.2 Product Data PART 2 - PRODUCTS 2.1 Bike Rack PART 3 - EXECUTION 3.1 Installation .1 Section 03300 - Cast-In-Place Concrete. .2 Section 05500 - Metal Fabrications. .1 Submit product data in accordance with Section 01001 - Submittal Procedure. .1 Acceptable Material .1 Model TD1 by Trystan, colour Black. .2 Trystan, 1302 Swan Street, Ayr, Ontario, tel. 877-348- 5845, fax 519-632-8271 ,web www.trystanproducts.com. .1 Assemble bike racks in accordance with manufacturer's instructions. .2 Install furnishing true, plumb, anchored and firmly supported, as indicated and directed by Consultant. .3 Touch-up damaged finishes to approval of Consultant. I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Tree Protection Section 02905 Page 1 February 11, 2008 I I I I I I I I I I I I I I I I I PART 1 - GENERAL 1.1 Related Work PART 2 - PRODUCTS 2.1 Materials PART 3 - EXECUTION 3.1 Identification and Protection 3.2 Protection of Existino Trees .1 Excavation and Backfilling - Section 02223. .2 Topsoil and Finish Grading - Section 02260. .1 Fill .1 Type (A): Clean, natural river sand and gravel material, free from silt, clay, loam, friable or soluble materials and organ ic matter. .2 Coarse Washed Stones: 35 - 75 mm diameter, clear round hard stone. .3 Fertilizer .1 To Canada "Fertilizer Act" and "Fertilizers Regulations". .2 Complete, commercial, slow release with 35% of nitrogen content in water-insoluble form. .4 Wood Posts: 38 x 89 x 2400 mm length, untreated wood. .1 Identify plants and limits of root systems to be preserved to satisfaction of Consultant. .2 Protect plant and root systems from damage, compaction and contamination resulting from construction to satisfaction of Consultant. .1 Trees to be protected are indicated on the site plan. Also included are all trees on adjacent properties which are near this site. .2 Construction scaffold around the trees. Review methods of protecting existing trees with Consultant prior to erecting scaffold in areas with existing trees. .3 Do not contaminate soil with construction debris, materials, or water runoff. Divert surface drainage in the area of the trees during exterior work. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Tree Protection Section 02905 Page 2 February 11, 2008 .4 Water trees with clean water on regular schedule as directed by Consultant during the construction. .5 Fertilize trees at the beginning of construction and at the completion of construction. Fertilize in accordance with manufacturer's printed instruction. Review proposed methods with Consultant prior to starting the work. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Related Work 1.2 Source Qualitv 1.3 Schedulino 1.4 Submittals PART 2 - PRODUCTS 2.1 Materials Sodding Section 02983 Page 1 February 11 . 2008 .1 Topsoil and Finish Grading - Section 02260. .1 Obtain approval from Consultant of sod at source. .2 When proposed source of sod is approved, use no other source without written authorization. .1 Schedule sod laying to coincide with preparation of soil surface. .1 Submit proposed fertilization program during establishment and warranty program for review. .2 Submit in accordance with Section 01001 - General Requirements. .1 Number One Turfgrass Nursery Sod: Sod that has been especially sown and cultivated in nursery fields as turfgrass crop. .1 .2 Number One Kentucky Bluegrass Sod - Fescue Sod: Nursery sod grown solely from seed mixture of cultivars of Kentucky Bluegrass and Chewing Fescue or Creeping Red Fescue, containing not less than 40% Kentucky Bluegrass cullivars and 30% Chewing Fescue or Creeping Red Fescue cultivar(s). Turfgrass Nursery Sod Quality .1 Not more than 2 broadleaf weeds or 10 other weeds per 40 square meters. Density of sod sufficient so that no soil Is visible when mown to height of 50 mm. Mowing height limit: 35 to 65 mm. Soil portion of sod: 9 to 15 mm in thickness. .2 .3 .4 .2 Water .1 Supplied by the Contractor. .3 Fertilizer .1 To Canada 'Fertilizers Acf and "Fertilizers Regulations' . .2 Complete, synthetic, slow release with 65% of nitrogen content in water insoluble form. Sodding I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 02983 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Preoaration 3.2 Sod Placement 3.3 Fertilizina Proaram 3.4 Maintenance During Establishment Period .1 Verify that grades are correct and prepared in accordance with Section 02921 - Topsoil and Finish Grading. If discrepancies occur, notify Consultant and do not commence work until instructed by Consultant. .2 Do not perform work under adverse field conditions such as frozen soil, excessively wet or dry soil or soil covered with snow, ice or standing water. .3 Fine grade surface free of humps and hollows to smooth, even grade, to contours and elevations indicated, to tolerance of plus or minus 8 mm, surface to drain naturally, minimum of 2% slope away from building. .4 Remove and dispose of weeds; debris; stones 50 mm in diameter and larger; soil contaminated by oil, gasoline, and other deleterious materials off site. .5 Cultivate fine grade approved by Consuitant to 25 mm depth immediately prior to sodding. .1 Lay sod within 36 hours of being lifted. .2 Lay sod sections in rows, longitudinally, along contours of slopes, joints staggered. Butt sections closely without overlapping or leaving gaps between sections. Cut out irregular or thin sections with sharp implements. .3 Roll sod as directed by Consultant. Provide close contact between sod and soil by light rolling. Use of heavy roller to correct irregularities is not permitted. .1 Fertilize during establishment and warranty periods to manufacturer's recommendation for newly laid sod, and to reviewed submitted fertilization program. .1 Perform following operations from time of installation until acceptance. .2 Water sodded areas in sufficient quantities and at frequency required to maintain optimum soil moisture condition to depth of 75 to 100 mm. .3 Cut grass to 40 mm when it reaches height of 60 mm. Remove clippings. .4 Maintain sodded <;reas weed free, without use of chemicals. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Sodding Section 02983 Page 3 February 11 , 2008 3.5 AcceDtance .5 Fertilize areas in accordance with fertilizing program. Spread half of required amount of fertilizer in one direction and remainder at right angles and water in welL .1 Turfgrass Nursery Sod areas will be accepted by Consuitant provided that: .1 Sodded areas are properly established. .2 Sod is free of bare and dead spots and without weeds. .3 No surface soil is visible when grass has been cut to height of 50 mm. .4 Sodded areas have been cut minimum of 2 times, and within 24 hours prior to acceptance. .5 Fertilizing in accordance with fertilizer program has been carried out at least once. .2 Areas sodded in fall will be accepted in following spring one month after start of growing season provided acceptance conditions are fulfilled. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Forms and Accessories Section 03100 Page 1 February 11, 2008 PART 1 - GENERAL 1 .0 General 1.1 Descriotion 1.2 Measurement Procedures 1.3 References 1.4 Submittals .1 Comply with requirements of Division 1. .2 Coordinate with Division 15 which will be instailing radiant in floor heating system. Cooperate and adjust work of your Section as required. .1 Work Included .1 All formwork and falsework for cast-in-place concrete. .1 No measurement wiil be made under this Section. Include costs in items of work for which concrete formwork and falsework is required. .1 Canadian Standards Association (CSA) .1 CAN/CSA-A23.1-Q4, Concrete Materials and Methods of Concrete Construction. .2 CAN/CSA-086.1-01, Engineering Design in Wood (Limit States Design). .3 CSA 0121-M1978, Douglas Fir Plywood. .4 CSA 0151-M1978, Canadian Softwood Plywood. .5 CSA 0153-M1980, Poplar Plywood. .6 CSA 0437 Series-93, Standards for OSB and Waferboard. .7 CSA S269.1-1975, Falsework for Construction Purposes. .8 CAN/CSA-S269.3-M92, Concrete Formwork. .2 Council of Forest Industries of British Columbia (COFI) .1 COFI Exterior Plywood for Concrete Formwork. .1 Submit Shop Drawings for formwork and falsewcirk. Each Shop Drawing submission shail bear the stamp and signature of qualified professional engineer registered or licensed in the Provinces of Ontario. As weil, submit in accordance with requirements of Section 01001 General Requirements. .2 Shop Drawings must be reviewed for accuracy and signed by the General Contractor prior to submission to the Consultant. Failure to do so may result in rejection of the Shop Drawings. .3 Allow a minimum of ten (10) working days for review of each submission of Shop Drawings in the Structural Engineer's office. Shop Drawings received after noon will be date-stamped as received the foilowing working day. , Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Forms and Accessories I I I I I I I I I I I I I I I I I I I Section 031 00 Page 2 February 11, 2008 1.5 Waste Management and Diseosal PART 2 - PRODUCTS 2.1 Materials .4 If required, electronic copies of the Structural Drawings are available "as-is", and at cost, for use in the preparation of Shop Drawings provided that the title blocks are removed and provided that the Owner and the Owner's Consultants are not held responsible for any enrors or omissions on the drawings. These electronic drawings are not to be scaled. .5 Indicate method and schedule of construction, shoring, stripping and re-shoring procedures, materials, arrangement of joints, special architectural exposed finishes, ties, liners, and locations of temporary embedded parts. Comply with CSA S269.1, for falsework drawings and with CSA-S269.3 for formwork drawings. .6 Indicate formwork design data, such as permissible rate of concrete placement, and temperature of concrete, in forms. .7 Indicate sequence of erection and formworklfalsework. removal of .8 Review of submittals by the Consultant is on a random sampling basis for general conformity with contract documents. It is not a detailed check and must not be construed as relieving the Contractor of responsibility for making the work accurate and in conformity with the Contract Documents. Design for which the contractor is responsible under the contract will not be reviewed. The structural design of formwork, falsework and reshoring will not be reviewed by the Consultant. Work done prior to the receipt of the reviewed submittals will be at the risk of the Contractor. Review comments are not authorization for changes to the contract price. .1 Place materials defined as hazardous or toxic waste in designated containers. .2 Ensure emptied containers are sealed and stored safely for disposal away from children. .3 Use sealers, form release and stripping agents that are non-toxic, biodegradable and have zero or low VOCs. .1 Formwork Materials .1 For concrete without special architectural features, use wood and wood product formwork materials to CSA-0121 and CSA 0141. .2 For concrete with special architectural features, use formwork materials to CAN/CSA-A23.1. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Forms and Accessories Section 03100 Page 3 February 11, 2008 .2 Pan Forms: Steel, or as otherwise indicated. .3 Tubular Column Forms: Round, spirally wound laminated fibre forms, internally treated with release material. Spiral pattern not to show in hardened concrete that will be exposed to view in final structure. .4 Form Ties .1 For concrete not designated 'Architectural', use removable or snap-off metal ties, fIXed or adjustable length, free of devices leaving holes larger than 25 mm diameter in concrete surface. .2 For Architectural concrete, use snap .lies complete with plastic cones and light grey concrete plugs. .3 Snap ties to snap cleanly at least 25 mm from concrete surface without damage to the concrete. .4 Cone ties to be internal disconnecting type which snap cleanly at least 38 mm from concrete surface without damage to the concrete. .5 Form Liner .1 Plywood: High density overlay to CSA 0121 or other special materials required to achieve the required concrete finish. Use only FSC Wood in accordance with Section 01611 and related LEED Sections. .6 Form Release Agent: Non-toxic, biodegradable, low VQC. .7 Form Stripping Agent: Colourless mineral oil, free of kerosene, with viscosity between 70 and 110s Saybolt Universal (15 to 24 mm2/s) at 40.C, flash point minimum 150.C, open cup. .8 Falsework Materials: To CSA-S269.1. .9 Grooves, Reglets and Chamfers: While pine selected for straightness and accurately dressed to size. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Forms and Accessories Section 03100 Page 4 February 11, 2008 PART 3 - EXECUTION 3.1 Review of Construction 3.2 Fabrication and Erection .1 Construction reviews are undertaken by the Consultant and the Inspection and Testing Agency so that the Owner may be informed as to the quality of the Contractor's performance and for the protection of the Owner. They will be carried out by review or examination of representative samples of the Work. The performance of the contract is not the Consultant's responsibility, nor is the Consultant responsible for ensuring that deficiencies noted are satisfactorily rectified. The Contractor is solely responsible for quality control, for adequately addressing all deficiencies in the work and for ensuring that the persons carrying out the work are qualified, and suitably accredited where applicable, to carry out the tasks they have been assigned. .2 The Contractor will receive copies of the construction review reports and the results of material tests. He will thereby be informed of any defects or deficiencies found. .3 Bring to the attention of the Consultant, any defects or deficiencies in the Work, which may occur during construction together with a proposal for remedy. The Consultant will decide what corrective action may be taken and will issue the necessary instructions. .1 Verify lines, levels and centres before proceeding with formworkl falsework and ensure dimensions agree with drawings. .2 Obtain Consultant's approval for use of earth forms. .3 Hand trim sides and bottoms and remove loose earth from earth forms before placing concrete. .4 Fabricate and erect falsework in accordance with CSA S269.1 and COFI Exterior Plywood for Concrete Formwork. .5 Refer to architectural drawings for concrete members requiring architectural exposed finishes. .6 Do not place shores and mud sills on frozen ground. .7 Provide site drainage to prevent washout of soil supporting mud sills and shores. .8 Fabricate and erect formwork in accordance with CAN/CSA-S269.3 to produce finished concrete conforming to shape, dimensions, locations and levels indicated within tolerances required by CAN/CSA-A23.1. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Forms and Accessories Section 03100 Page 5 February 11, 2008 .14 .15 .16 .17 .18 .9 Align form joints and make watertight. Keep form joints to minimum. .10 Line forms for fOiiowing surfaces: .1 Exposed portion of exterior grade beams and foundation waiis to a minimum of 200mm below finished exterior grade. .2 Vertical edge of sidewalk slabs. .3 Exposed faces of beams and waiis. Do not stagger joints of form lining material. Align joints to obtain uniform pattern . .11 Locate horizontal form joints for exposed columns 2400 mm above fin ished fioor elevation. .12 Use 25 mm chamfer strips on external corners and/or 25 mm fiiiets at interior corners and joints, unless specified otherwise. .13 Form chases, slots, openings, drips, recesses, expansion and control joints as indicated. Construct forms for architectural concrete, and place ties as indicated and/or as directed. Joint pattern not necessarily based on using standard size panels or maximum permissible spacing of ties. Build in anchors, sleeves, and other inserts required to accommodate Work specified in other sections. Assure that aii anchors and inserts will not protrude beyond surfaces designated to receive applied finishes, including painting. Clean formwork in accordance with CAN/CSA-A23.1, before placing concrete. Remove aii snow, ice, water and debris from forms and surfaces to receive concrete. Do not use de-icing salts or any other material that may be deleterious to the concrete, reinforcement, or embedments to remove ice and snow. Do not permit loads from formwork to be transmitted to adjacent existing structure. Apply a form coaling and release agent uniformly to the contact surface of formwork panels before reuse. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Forms and Accessories Section 03100 Page 6 February 11, 2008 3.3 Pits, Curbs, Housekeepin g Pads and Bases 3.4 Removal and Reshorina .19 Construction Joints .1 Provide construction joints where specified or shown on the drawings. Locate and make other joints so as not to impair the required strength of the structure. Joints are subject to the review of the Consultant. .2 Locate construction joints near middle of spans of slabs, beams and girders unless a beam intersects a girder at this point. In that case offset the girder joint twice the beam width and provide additional shear reinforcement to the acceptance of the Consultant. .3 Slabs on steel deck: Locate construction joints in slabs at centre of supports unless there are composite beams. .4 Slabs on steel deck on composite steel beams: Locate construction joints parallel to purl ins at middle of span of slabs and so that joints cross over girders near their supports. Locate construction joints parallel to girders at 1200 mm (4'-0.) from centre line of girders and so that these girders are not included in the earlier pour. .5 Walls: Provide vertical construction joints in walls at 30 m maximum. Provide vertical control joints in walls at 9 m maximum. .1 Construct formwork for all concrete sumps, pits, trenches, curbs, housekeeping pads and machinery bases forming part of floor construction that are required within the building by other trades. .2 Note that Structural Drawings do not show all pits, curbs, housekeeping pads and/or bases, refer to Architectural Drawings, Mechanical Drawings and Electrical Drawings. .1 Leave formwork in place for following minimum periods of time after placing concrete. .1 Three (3) days for walls and sides of beams. .2 Three (3) days for columns. .3 Twenty eight (28) days for beam soffits, slabs, decks and other structural members, or three days when replaced immediately with adequate shoring to standard specified for falsework. .4 Three (3) days for footings and abutments. .2 Remove formwork when concrete has reached 70% of its design strength or minimum period noted above, whichever comes later, and replace immediately with adequate reshoring. .3 Provide all necessary reshoring of members where early removal of forms may be required or where members may be subjected to additional loads during construction as required. .4 Re-use formwork and falsework subject to requirements of CSA-A23.1. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.0 General 1.1 Descriotion 1.2 Measurement Procedures 1.3 References Concrete Reinforcement Section 03200 Page 1 February 11, 2008 .1 Comply with requirements of Division 1. .2 Coordinate with Division 15 which will be installing a radiant In floor heating system. Cooperate and adjust the Work of your Section as required. .1 Work Included .1 All reinforcement for cast-in-place concrete. .2 Supply of reinforcing bars for masonry including all required horizontal and vertical reinforcing steel and dowels. .1 Reinforcing steel will be measured in kilograms of steel incorporated into Work, computed from theoretical unit mass specified in CAN/CSA-G30.18 for lengths and sizes of bars as indicated or authorized in writing by Consultant. .2 No measurement will be made under this section. Include costs in items of concrete work for which reinforcement is required. .1 American Concrete Institute (ACI) .1 ACI SP-66(94), ACI Detailing Manual published by the American Concrete Institute. .2 American Society for Testing and Materials (ASTM) .1 ASTM A 775/A 775M-91c, Specification for Epoxy-Coated Reinforcing Steel Bars. .3 Canadian Standards Association (CSA) .1 CAN/CSA-A23.1-04, Concrete Materials and Methods of Concrete Construction. .2 CAN3-A23.3-04, Design of Concrete Structures for Bui/dings. .3 CSA G30.3-M1983{R1991), Cold Drawn Steel Wire for Concrete Reinforcement. .4 CSA G30.5-M1983{R1991), Welded Steel Wire Fabric for Concrete Reinforcement. .5 CSA G30.14-M1983{R1991). Deformed Steel Wire for Concrete Reinforcement. .6 CSA G30.15-M1983{R1991), Welded Deformed Steel Wire Fabric for Concrete Reinforcement. .7 CAN/CSA-G30.18-M92, Billet-Steel Bars for Concrete Reinforcement. .8 CAN/CSA-G40.21-M98, Structural Quality Steels. .9 CAN/CSA-G164-M92. Hot Dip Galvanizing of Irregularly Shaped Articles. Concrete Reinforcement Section 03200 Page 2 February 11, 2008 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.4 Submittals .10 CSA W186-M90, Welding of Reinforcing Bars in Reinforced Concrete Construction. .4 Reinforcing Steel Manual of Standard Practice published by the Reinforcing Steel Institute of Canada 2004 edition. .1 Submit shop drawings including placing of reinforcement in accordance with Section 01001- General Requirements. This applies to all reinforcement including reinforcing bars for masonry to be installed by the Masonry trade. .2 Shop drawings must be reviewed for accuracy and signed by the General Contractor prior to submission to the Consultant. Failure to do so may result in rejection of the shop drawings. .3 If required, electronic copies of the Structural Drawings are available "as-is", and at cost, for use in the preparation of shop drawings provided that the title blocks are removed and provided that the Owner and the Owner's Consultants are not held responsible for any errors or omissions on the drawings. These electronic drawings are not to be scaled. .4 Submit plans, elevations, sections, and bar lists necessary to show reinforcing and to facilitate review and placing. Show location of construction joints and detail reinforcement at joints. Dimension strips for flat slabs and flat plates. Draw elevations of walls including reinforced masonry walls. Show concrete cover on the diagrams. .5 Indicate on shop drawings, bar bending details, lists, quantities of reinforcement, sizes, spacings, locations of reinforcement and mechanical splices if approved by Consultant, with identifying code marks to permit correct piacement without reference to structural drawings. .6 Prepare reinforcement drawings in accordance with CSA A23.1 and the Reinforcing Steel Manual of Standard Practice - by Reinforcing Steel Institute of Canada. Provide accessories as required. .7 Detail lap lengths and bar development lengths to CSA-A23.3, unless otherwise indicated. Provide type B tension lap splices unless otherwise indicated. Provide standard hooks at ends of hooked bars unless otherwise indicated. .8 Do not release for fabrication reinforcing bars whose length may be affected by field conditions, such as the final elevation of footings, until the governing field dimensions have been ascertained. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Reinforcement Section 03200 Page 3 February 11, 2008 1.5 Quality Assurance PART 2 - PRODUCTS 2.1 Materials .9 Review of submittals by the Consultant is on a random sampling basis for general conformity with contract documents. It is not a detailed check and must not be construed as relieving the Contractor of responsibility for making the work accurate and in conformity with the Contract Documents. Design for which the contractor is responsible under the contract will not be reviewed. Work done prior to the receipt of the reviewed submittals will be at the risk of the Contractor. Review comments are not authorization for changes to the contract price. Keep on site at all times a set of reviewed shop drawings and use only these drawings and the Structural Drawings to place reinforcing steel. Neatly mark on the Structural Drawings changes issued during the course of construction. .10 .1 Upon request, provide the Consultant with certified copy of miil test report of reinforcing steel, showing physical and chemical analysis. .2 Upon request, inform the Consultant of proposed source of material to be supplied. .3 Use welding firm certified by the Canadian Welding Bureau under the requirements of CSA W186. .1 Substitute different size bars only if permitted In writing by Consultant. .2 Reinforcing Steel: Billet steel, grade 400R, deformed bars to CAN/CSA-G30.18, unless indicated otherwise. .3 Weldable Reinforcing Steel: Biilet steel, grade 400W, deformed bars to CAN/CSA-G30.18, unless indicated otherwise. Required only where welding of reinforcement is indicated. .4 Cold-drawn Annealed Steel Wire Ties: To CSA G30.3. .5 Deformed Steel Wire for Concrete Reinforcement: To CSA G30.14. .6 Welded Steel Wire Fabric: To CSA G30.5. Provide in flat sheets only. Welded Deformed Steel Wire Fabric: To CSA G30.15. Provide In flat sheets only. .7 .8 Epoxy Coating of Non-prestressed Reinforcement: To ASTM A775/A775M. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Reinforcement Section 03200 Page 4 February 11, 2008 2.2 Fabrication 2.3 Reinforced Masonrv .9 Galvanizing of Non-prestressed Reinforcement: To CSA G164, minimum zinc coating 610 g/m2. .10 Chairs, Bolsters, Bar Supports, Spacers: To CAN/CSA-A23.1. Mechanical Splices: Subject to approval of Consultant. .11 .12 Plain Round Bars: To CAN/CSA-G40.21, grade 300. .13 Bar Supports and Side Form Spacers: To CSA-A23.1. For exposed concrete surfaces and for floor and roof slabs with directly applied ceiling finish use either plastic bar supports or plastic tipped bar supports for at least the bottom 25mm; use plastic side form spacers with colour to match concrete. .1 Fabricate reinforcing steel in accordance with CAN/CSA-A23.1, and Reinforcing Steel Manual of Standard Practice by the Reinforcing Steel Institute of Canada. .2 Obtain Consultanfs approval for locations of reinforcement splices other than those shown on placing drawings. .3 Upon approval of Consultant. or where indicated on drawings, weld reinforcement in accordance with CSA W186. Use weldable reinforcement only. .4 Stagger mechanical splices a minimum of 750mm unless otherwise noted on the drawings. .5 Ship bundles of bar reinforcement, clearly identified in accordance with bar bending details and lists. .1 Supply reinforcing bars required for the construction of masonry lintels, beams, walls, coiumns and piers. Note that Structural Drawings do not show all openings, refer to Architectural Drawings, Mechanical Drawings and Electrical Drawings for openings. Refer to lintel notes on Structural Drawings. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Reinforcement Section 03200 Page 5 February 11, 2008 PART 3 - EXECUTION 3.1 Review of Construction 3.2 Field Bendine 3.3 Field Weldine .1 Construction reviews are undertaken by the Consultant and the Inspection and Testing Agency so that the Owner may be infermed as to the quality of the Contractor's performance and for the protection of the Owner. They will be carried out by review or examination of representative samples of the Work. The performance of the contract is not the Consultanfs responsibility, nor is the Consultant responsible for ensuring that deficiencies noted are satisfactorily rectified. The Contractor is solely responsible for quality control, for adequately addressing aii deficiencies in the work and for ensuring that the persons carrying out the work are qualified, and suitably accredited where applicable, to carry out the tasks they have been assigned. .2 The Contractor will receive copies of the construction review reports and the results of material tests. He will thereby be informed of any defects or deficiencies found. .3 Bring to the attention of the Consultant, any defects or deficiencies in the Work, which may occur during construction together with a proposal for remedy. The Consultant wiii decide what corrective action may be taken and will issue the necessary instructions. .4 Provide the Consultant with a minimum of 24hours notice of intended concrete pours to allow review of reinforcement. .1 Do not field bend or fieid weid reinforcement except where indicated or authorized by Consultant. .2 When field bending is authorized, bend without heat, applying a slow and steady pressure using purpose-made bar bending equipment. .3 Replace bars which deveiop cracks or splits. .1 Do not field weld reinforcement except where indicated or authorized by the Consultant. .2 Welding shall conform to CSA A23.1, clause 12.10 and CSA W186. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Reinforcement Section 03200 Page 6 February 11, 2008 3.4 Pits, Curbs, Housekeeping Pads and Bases 3.5 Placino Reinforcement .1 Construct all concrete sumps, pits, trenches, curbs, housekeeping pads and machinery bases forming part of floor construction that are required within the building by other trades. .2 Note that Structural Drawings do not show all pits, curbs, housekeeping pads and/or bases - refer to Architectural Drawings, Mechanical Drawings and Electrical Drawings. .3 Unless otherwise shown on drawings, reinforce curbs with 10m @ 400 mm dowels plus 2 -10M continuous horizontal. .4 Unless otherwise shown on drawings, reinforce housekeeping pads and bases with 10M at 300mm each way placed 50 mm below top surface of concrete. .1 Place reinforcing steel as indicated on reviewed placing drawings and the Structural Drawings and in accordance with CSA-A23.1. .2 Use plain round bars as slip dowels in concrete where indicated. Paint portion of dowel intended to move within hardened concrete with one coat of asphalt paint. When paint is dry, apply a thick even film of mineral lubricating grease. .3 Ensure cover to reinforcement is maintained during concrete pour. Concrete cover is to be as specified on the structural drawings and in accordance with the cover requirements in CSA- A23.1. Concrete cover to be not less than that required for the fire rating. .4 Protect epoxy and paint coated portions of bars with covering during transportation and handling. .5 Provide dowels to walls and columns similar in number, size and spacing to the vertical steel in the wall or column above, unless noted otherwise. .6 Remove all loose scale, dirt, oil or other coatings which would reduce bond prior to placement of reinforcement. .7 Turn the ends of tie wire towards the interior of the concrete. .8 Use bar supports for beams and slabs. Use precast concrete or plastic "Mesh-up. chairs where supports rest on the ground. Where welded wire fabric is used in slabs-on-grade place chairs at 600mm on centre each way. Use side form spacers for walls and columns. Where welded wire mesh is used in slabs on steel deck, place chairs at 600mm on centre directly over supports for the steel deck. I I I I I I I I I 'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 3.6 Field Touch Uo Concrete Reinforcement Section 03200 Page 7 February 11. 2008 .9 Welded wire mesh shall be installed and securely supported by chairs conforming to CSA A23.1 at the specified elevation prior to placement of concrete. Placing the reinforcement at the bottom of the concrete slab and lifting it as the concrete is placed will not be permitted. .10 Do not cut reinforcement without written approval of Consultant. .11 Install end bearing compression splices so that bearing ends are fitted to within 3 degrees of full bearing after splice installed. .12 All reinforcement, including welded wire mesh for slabs on grade and slabs on steel deck, must be secured in its final location prior to placement of concrete. Placing concrete then shifting reinforcement into position afterwards is not permitted. .13 All cast-In-place dowels placement of concrete. concrete is not permitted. must be secured in place prior to Inserting dowels after placement of .14 Place additional bars around all openings through concrete walls, slabs and beams in accordance with the details shown on the structural drawings. Note that Structural Drawings do not show all openings - refer to the Architectural Drawings, Mechanical Drawings and Electrical Drawings. In no case provide less than two additional 15 m bars above, below and on each side of all openings; extend bars not less that 600 mm beyond the edge of the opening. .15 Reinforcement and inserts shall be accurately positioned and secured and supported, using bar supports, side form spacers, and internal spacers, to ensure proper concrete cover and spacing within allowable tolerances before and during placement of concrete. Ensure cover to reinforcement is maintained during concrete pour. .16 Bar supports shall have sufficient strength and stiffness to carry the loads from the reinforcement, construction crew, and concreting pressures without failure, displacement, or significant deformation. .17 Bar supports shall be spaced so that any sagging between supports will not reduce the specified concrete cover beyond the tolerances in CSA A23.1. .18 At splices in welded wire mesh, the length of overlap measured between the outermost cross wires of each sheet shall not be less than one spacing of cross wires plus 50 mm. .1 Touch up damaged and cut ends of epoxy coated or galvanized reinforcing steel with compatible finish to provide continuous coating. I I I I I I E I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 1 February 11, 2008 PART 1 - GENERAL 1.0 General 1.1 Descriotion 1.2 Measurement Procedures 1.3 References .1 Comply with requirements of Division 1. .2 Coordinate with work of Division 15 who wiii be installing a radiant in floor heating system. Cooperate and adjust work of your Section as required. .1 Work Included .1 All cast-in-place concrete inciuding supply, placing, finishing, protection and curing. .2 Grouting under base plates and bearing plates. .3 Installing all plates, cast-in-place anchors and wall plates. that bear on or are attached to cast-in-place concrete. .4 Installing embedments. .1 Cast-in-place concrete will be measured in cubic metres calculated from neat dimensions indicated or authorized in writing by Consultant. Concrete placed beyond dimensions indicated wiii not be measured. .2 No deductions wiii be made for volume of concrete displaced by reinforcing steel, structural steel, or piles. .3 Heating of water and aggregates and providing cold weather protection will not be measured but considered incidental to work. .4 Cooling of concrete and providing hot weather protection wiii not be measured but considered incidental to work. .5 Supply and installation of anchor bolts, nuts and washers and bolt grouting wiii not be measured but considered incidental to work. .6 Supply and installation of water stops wiii be measured in lineal metres installed. .1 American Society for Testing and Materials (ASTM) .1 ASTM C260-01, Specification for Air-Entraining Admixtures for Concrete. .2 ASTM C309-03, Specification for Liquid Membrane-Forming Compounds for Curing Concrete. .3 ASTM C494-04, Specification for Chemical Admixtures for Concrete. .4 ASTM 01751-04, Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (No extruding and Resilient Bituminous Types). Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 2 February 11, 2008 1.4 Submittals .2 Canadian General Standards Board (CGSB) .1 CAN/CGSB-37.2-M88, Emulsified Asphalt, Mineral Colloid-Type, Unfilled, for Dampproofing and Waterproofing and for Roof Coatings. .2 CAN/CGSB-51.34-M86 Vapour Barrier, Polyethylene Sheet for Use in Building Construction. .3 Canadian Standards Association (CSA) .1 CAN/CSA-A5-98, Portland Cement. .2 CAN/CSA-A23.1-04, Concrete Materials and Methods of Concrete Construction. .3 CAN/CSA-A23.2-04, Methods of Test for Concrete. .4 CAN/CSA-A3000-03, Cementitious Materials for Use in Concrete .5 CAN/CSA S448.1 -M93, Repair of Reinforced Concrete in Buildings .6 CSA A283-00, Qualification Code for Concrete Testing Laboratories .1 Provide certification that mix proportions selected will produce concrete of quality, yield and strength as specified in concrete mixes, and will comply with CAN/CSA-A23.1. .2 Provide certification that plant, equipment, and materials to be used in concrete comply with requirements of CAN/CSA-A23.1 a minimum of 2 weeks prior to starting concrete work. .3 Provide a valid .Certificate of Ready Mixed Concrete Production Facilities. as issued by the Ready Mixed Concrete Association of Ontario a minimum of 2 weeks prior to starting concrete work. .4 Submit all concrete mix designs, including pump mixes, and indicate clearly where each concrete mix is to be used, a minimum of 2 weeks prior to starting concrete work. All mix designs for entire project must be included in the submittal. .5 Minimum 2 weeks prior to starting concrete work, submit a written confirmation that all admixtures used in concrete will not have any adverse impact on the long-tenm durability and performance of concrete, or any other materials embedded or in contact with concrete. Also provide a written statement that any admixtures used in concrete will not have any adverse effect on human health and the environment. .6 Minimum submission requirements for each concrete mix design shall include the following information: .1 minimum specified compressive strength at 28 days .2 CSA exposure ciass .3 maximum aggregate size .4 cement type (if not type 10) .5 maximum water/cement ratio .6 plastic air content range I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 3 February 11, 2008 1.5 Quality Assurance 1.6 Waste Management and DisDosal .2 .3 .4 .7 slump range .8 percentage and type of any supplementary cementing materials .9 assumed method of placement of concrete .10 admixtures (type, name and manufacturer) .11 certificate of compatibility between admixtures where admixtures are not all supplied by same manufacturer .7 Minimum 2 weeks prior to starting concrete work, submit proposed quality control procedures for Consultant's review for following items: .1 Falsework erection. .2 Hot weather concrete. .3 Cold weather concrete. .4 Curing. .5 Finishes. .6 Formwork removal. .7 Joints. .8 Minimum 2 weeks prior to placing any slabs-on-grade, submit drawings showing proposed locations of construction joints and control joints in slabs-on-grade and proposed chair type and spacing. .9 Review of submittals by the Consuitant is on a random sampling basis for general conformity with contract documents. It is not a detailed check and must not be construed as relieving the Contractor of responsibility for making the work accurate and in conformity with the Contract Documents. Design for which the contractor is responsible under the contract will not be reviewed. Work done prior to the receipt of the reviewed submittals will be at the risk of the Contractor. Review comments are not authorization for changes to the contract price. .1 Concrete supplier to have a valid 'Certificate of Ready Mixed Concrete Production Facilities' as issued by the Ready Mixed Concrete Association of Ontario. .1 Use trigger operated spray nozzles for water hoses. Designate a cleaning area for tools to limit water use and runoff. Carefully coordinate the specified concrete work with weather conditions. Ensure emptied containers are sealed and stored safeiy for disposal away from children. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 4 February 11, 2008 1.7 Proiect Records PART 2 - PRODUCTS 2.1 Materials .5 .6 Prevent plasticizers, water-reducing agents and air-entraining agents from entering drinking water supplies or streams. Using appropriate safety precautions, collect liquid or solidify liquid with an inert, noncombustible material and remove for disposal. Dispose of all waste in accordance with applicable local, provincial and national reguiations. Choose least harmful, appropriate cleaning method which will perform adequately. .1 Batch Logs: Concrete supplier to keep record of each batch delivered to site. Logs shall be made available to Consultant upon request. .2 Concrete Delivery Slips: Keep all concrete delivery slips on site until building is completed. Clearly identify on delivery slip where concrete was placed including time and date. .3 Record Drawings: Record on a set of Structural Drawings extent of each pour including pour date, air temperature at time of pour, and falsework removal date. Also record all changes to that shown on drawings including footing elevations. .4 Keep Project Records up to date and make available to Consultant at all times. .1 Portland Cement: To CAN/CSA-A5. .2 Supplementary Cementing Materials: to CAN/CSA-A23.5. Cementitious Hydraulic Slag: To CAN/CSA-A363. .3 .4 Water: To CAN/CSA-A23.1. .5 Aggregates: To CAN/CSA-A23.1. Coarse aggregates to be crushed stone or gravel which is suitable for Type N concrete as defined by Supplementary Guidelines to OBC 1997, SG-2, Clause1.4.1.(3). Do not use recycled concrete as aggregate. .6 Flyash: To CSA-A23.5, Type CI .7 Air Entraining Admixture: To ASTM C260. Chemical Admixtures: To ASTM C494. Do not use admixtures containing chiorides. To ensure compatibility, all admixtures to be supplied by a single manufacturer or certificate of compatibility to be provided with mix design. .8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 5 February 11, 2008 .9 .10 .12 .13 .14 .15 .16 .17 Concrete Retarders: To ASTM C494 water based. Do not allow moisture of any kind to come in contact with the retarder film. Shrinkage Compensating Grout: premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents. .1 Compressive stren9th: 40 MPa at 28 days. .2 Consistency .1 Fluid: to ASTM C827. Time of efflux through flow cone (ASTM C939), under 30s. .2 Flowable: to ASTM C827. Flow table, 5 drops in 3s, (ASTM C109, applicable portion) 125 to 145%. .3 Plastic: to ASTM C827. Flow table, 5 drops in 3s, (ASTM C109, applicable portions) 100 to 125%. .4 Dry pack to manufacturer's requirements. Non Premixed Dry Pack Grout: Combine one part Portland cement with two parts concrete sand and add sufficient water for the mixture to retain its shape when made into a ball by hand. When thickness of the grout exceeds 50mm, use mixture of 1 part Portland Cement and 1.5 parts concrete sand and 2 parts 10mm pea gravel instead. Grout shall develop a compressive strength of 30 MPa at 28 days. Curing Compound: To ASTM C309, Type 1, Class B, water based acrylic, compatible with surface hardener and/or flooring materials and adhesives where applicable. Curing compound shall contain fugitive dye. Cushion Pads: Tough, resilient, weather, moisture, and oil resistant material that will not corrode or cause corrosion, consisting of either layers of approved cotton duck saturated and bound together by approved rubber or synthetic compounds, or made from specially compounded synthetic materials. Ribbed Water Stops: Extruded PVC of sizes indicated or as required for anticipated maximum possible head of water, with shop welded comer and intersecting pieces with legs not less than 500 mm long: .1 Tensile Strength: To ASTM 0412, method A, Die .C', minimum 13.9 MPa .2 Elongation: To ASTM 0412, method A, Die .C", minimum 275%. .3 Tear Resistance: To ASTM 0624, method A, Die "B", minimum 6.64 kglmm. Premoulded Joint Fillers: Bituminous impregnated fibre board: to ASTM 01751. Weep Hole Tubes: Plastic. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 6 February 11, 2008 2.2 Mixes .1 .2 .3 .4 .18 Dovetail Anchor Slots: Minimum 0.6 mm thick galvanized steel with insulation filled slots. .19 Dampproofing .1 Emulsified Asphalt, Mineral Colloid Type, Unfilled: To CAN/CGSB-37.2, and to Section 07120 Bituminous Dampproofing, where applicabie. .20 Polyethylene Film: 0.15 mm thickness to CAN/CGSB-51.34. Proportion normal density concrete in accordance with CSA-A23.1, to give the following properties: .1 Concrete strength: as specified on the structural drawings, but not less than the minimum strength required for the exposure classification of the concrete, nor less than 20MPa at 28 days. .2 Slump: As specified on the structural drawings .3 Concrete exposed to freezing and thawing but not exposed to chlorides (deicing chemicals) shall conform to the exposure classification specifications of CSA Standard A23.1 (classes F-1 and F-2). .4 Concrete exposed to chlorides (deicing chemicals) shall confonn to the exposure classification specifications of CSA Standard A23.1 (classes C-1 through C-4, as applicable). Supplementary cementing materials: Confonn to the directions of the slag and fly ash manufacturers for the proportioning and mixing of concrete. Except as otherwise required, limit supplementary cementing materials to no more than 25% of total cemenlilious content and limit the fly ash component to no more than 10% of total cementitious content. The limit on supplementary cementing materials may be increased for Class N exposure concrete provided that the effects of the resulting concrete properties, including finishing, rate of early-age strength gain, curing and protection, are considered by the Contractor and a letter describing these effects and any speciai construction procedures is submitted for review with the mix design. Do not use supplementary cementing materials in architectural concrete. For columns less than 300 mm in least dimension and for walls less than 200 mm thick, reduce nominal size of coarse aggregate to 10 mm. Lean Concrete .1 Provide normal density concrete to give following properties: .1 Class of exposure: N .2 Cement: Type 10 .3 Minimum compressive strength at 28 days: 10Mpa I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 7 February 11, 2008 PART 3 - EXECUTION 3.1 Review of Construction .4 Nominal maximum size of coarse aggregate: 20mm. .5 Slump at time and point of discharge: 50 mm to 100mm. .5 Concrete Toppings, Curbs, Housekeeping Pads and Bases .1 Provide normal density concrete to give the following properties: .1 Class of exposure: N .2 Cement: Type 10 .3 Minimum compressive strength at 28 days: 25 MPa .4 Nominal size of coarse aggregate for: .1 Toppings between 25 and 35 mm thick: 10mm .2 Toppings between 35 and 50mm thick: 14mm .3 Thicker toppings: 20 mm .5 Slump at time and point of discharge: 20 mm to 60mm. .6 Where topping is less than 25 mm thick, no coarse aggregate is allowed and a bonding agent shall be provided within the mix and to bond the topping to the substrate. Provide purpose-made bonding agent applied to surface of concrete to receive topping in accordance with manufacturer's written instructions. .1 Construction reviews are undertaken by the Consultant and the Inspection and Testing Agency so that the Owner may be informed as to the quality of the Contractor's performance and for the protection of the Owner. They will be carried out by review or examination of representative samples of the Work. The performance of the contract is not the Consultant's responsibility, nor is the Consultant responsible for ensuring that deficiencies noted are satisfactorily rectified. The Contractor is solely responsible for quality control, for adequately addressing all deficiencies in the work and for ensuring that the persons carrying out the work are qualified, and suitably accredited where applicable, to carry out the tasks they have been assigned. .2 The Contractor will receive copies of the construction review reports and the results of material tests. He will thereby be informed of any defects or deficiencies found. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 8 February 11, 2008 3.2 Preoaration 3.3 Construction .3 Bring to the attention of the Consultant, any defects or deficiencies in the Work, which may occur during construction together with a proposal for remedy. The Consultant will decide what corrective action may be taken and wiil issue the necessary instructions. .1 Provide Consultant with 24 hours written notice prior to placing of concrete and 24 hours notice before closing wail forms. .2 Ensure reinforcement and inserts are not disturbed during concrete piacement. Ail reinforcement, including welded wire mesh for slabs on grade and slabs on steel deck, must be secured in its final location prior to placement of concrete. Placing concrete then shifting reinforcement into position afterwards is not permitted. .3 Ail cast-in-place dowels placement of concrete. concrete is not permitted. must be secured in place prior to Inserting dowels after placement of .4 Prior to placing of concrete during periods of adverse weather ensure that ail required heaters, insulation, protective tarps, and other materials and equipment necessary for the proper placement, protection and curing of the concrete is on site and ready for use. .5 Maintain accurate records of poured concrete items to indicate date, location of pour, quality, air temperature and test samples taken. .6 In locations where new concrete is doweiled to existing work, drill holes in existing concrete. Place steel dowels where specified on the drawings and pack solidly with grout to anchor and hold dowels in positions as indicated. .7 Do not place load upon new concrete until concrete has achieved sufficient strength to safeiy support the load. .1 Do cast-in-place concrete work in accordance with CAN/CSA-A23.1. I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington. SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 9 February 11, 2008 .2 Sleeves, Openings, Embedments and Inserts .1 No sleeves, ducts, pipes or other openings shall pass through joists, beams, slabs, column capitals or columns, except where indicated or approved by Consultant. .2 Do not embed in slabs and walls any conduit or pipe whose outside diameter is greater than one-quarter the concrete thickness. Do not space less than 3 diameters on centre. Locate so as not to impair the required strength of the member. Do not install in or below columns, conduit which displaces more than 3 percent of the cross-section. .3 Cooperate with any trade applying finishes to concrete surfaces to obtain a surface, which will ensure adequate bond. Provide chases and reglets where required. .4 Where approved by Consultant, set sleeves, ties, pipe hangers and other inserts and openings as indicated or specified elsewhere. Sleeves and openings greater than 100 x 100 mm not indicated, must be approved by Consultant. .5 Do not eliminate or displace reinforcement to accommodate hardware. If inserts cannot be located as specified, obtain approval of modifications from Consultant before placing of concrete. .6 Check locations and sizes of sleeves and openings shown on structural drawings with Architectural, Mechanical and Electrical Drawings. Notify Consultant of any discrepancies. .3 Anchor Bolts .1 Set anchor bolts using templates under supervision of appropriate trade prior to placing concrete. .2 Protect anchor bolt holes from water accumulations, snow and ice build-ups. .3 Locate anchor bolts used in connection with expansion shoes, rollers and rockers with due regard to ambient temperature at time of erection. .4 Drainage Holes and Weep Holes .1 Form weep holes and drainage holes in accordance with Section 03100 - Concrete Forms and Accessories. If wood forms are used, remove them after concrete has set. .2 Install weep hole tubes and drains as indicated. .5 Dovetail Anchor Slots .1 Install continuous vertical anchor slot to forms where masonry abuts concrete wall or columns. .2 Install continuous vertical anchor slots at 800 mm on centre where concrete walls are masonry faced. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 .8 Cast-in-Place Concrete Section 03300 Page 10 February 11, 2008 .6 Grout under machinery, column base plates and beam bearing plates using procedures in accordance with manufacturer's recommendations which result in 100% contact over grouted area. .7 Grout column base plates and beam bearing plates as soon as steelwork is completed. Do not add load on steelwork until grouting is completed and grout strength has reached at least 20 MPa. Finishing .1 Finishing Flatwork .1 Finish flatwork in accordance with CSA-A23.1, Clause 22 and foHowing clauses. .2 Protect concrete during finishing process in accordance with CSA-A23.1, Clause 21. Also use evaporation reducer during severe drying conditions. .3 Cast slabs with a top surface that is level or sloping as required by the Drawings. Allow for cambering where required. Set top of slab below finished floor level by the distance required for the type of appHed finish. .4 Where cambered composite steel beams are used, ensure that slab thickness is as specified. Measure from top of steel to control thickness. .5 Provide final finish in accordance with proposed use and as foHows: .1 Screeded and buH floated with scratch finish for: base slabs, which receive mortar setting beds or bonded toppings. .2 Powered float finish for: roofs (except future floors) and slabs, which receive a membrane. .3 Powered steel trowel finish for: interior exposed slabs; slabs wh ich receive resilient flooring, carpet, epoxy-based finishes, thin-set tiles, etc.; and future floors. .4 Air-Entrained Exterior slabs shaH be provided with a broom finish. .6 Provide floor surface hardener where hardened concrete is required by the Architectural Drawings or Specifications. Incorporate hardener into the surface of the concrete while concrete is still piastic. Apply at rate of 8 kg per square metre in two shakes applied at right angles using a mechanical spreader to ensure uniform distribution. .7 Steel trowel exposed interior concrete floors at least twice. Provide final spin trowelling when non-slip finish is required. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 11 February 11, 2008 .8 Except as noted, conform to finish tolerance Class A for floors and Class B for exterior slabs and base slabs for toppings. Compliance will be considered satisfactory if 80% of the measurements, using the straightedge method, are less than or equai to the tolerance and no measurement exceeds the tolerance by more than 25%. When requested by Consultant, make measurements within 3 days of placing concrete and before falsework is removed and submit results to Consultant. .2 Finishing Formed Surfaces .1 Finish formed surfaces in accordance with CSA A23.1, Clause 24. Completely fill holes left by through-bolts with grout. .2 Do not patch surfaces untli instructed in writing by Consultant. .3 Where honeycombing has occurred, cut out in accordance with clause 24.2.5. Submit proposed repair procedure to Consultant for review. Do not patch until reviewed by Consultant. .4 Provide smooth-form finish for all exposed concrete surfaces. .3 Rub exposed sharp edges of concrete with carborundum to produce 3 mm radius edges unless otherwise indicated. .9 Toppings .1 In pouring base course, make allowance for topping thickness. .2 Place monolithic topping before base course has completely set in accordance with CAN/CSA-A23.1 and topping manufacture~s recommendations. .3 Place bonded topping over hardener base course in accordance with CAN/CSA-A23.1 and topping manufacturer's recommendations. .4 Follow instructions by Consultant in case conflicting requirements arise between CAN/CSA-A23.1 and manufacturer's recommendations. .5 Appiy bonding agent to base course in accordance with CAN/CSA-A23.1 and manufacture~s recommendations before placing bonded topping. Observe manufacture~s safety recommendations. .6 Ensure that joints in topping are of the same as those in base course. Also ensure that their locations precisely match those in base course. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 .12 .13 Cast-in-Place Concrete Section 03300 Page 12 February 11,2008 .10 Water Stops .1 Install water stops to provide continuous water seal. Do not distort or pierce water stop in such a way as to hamper performance. Do not displace reinforcement when installing water stops. Use equipment to manufacturer's requirements to field splice water stops. Tie water stops rigidly in place. .2 Use only straight heat sealed butt joints in field. Use factory welded comers and intersections unless otherwise approved by Consuitant. .11 Joint Fillers .1 Furnish filler for each joint in single piece for depth and width required for joint, unless otherwise authorized by Consultant. When more than one piece is required for a joint, fasten abutting ends and hold securely to shape by stapling or other positive fastening. .2 Locate and form isolation, construction, and expansion joints as indicated or required. Install joint filler. .3 Use 12 mm thick joint filler to separate slabs-on-grade from vertical surfaces and extend joint filler from bottom of slab to within 12 mm of finished slab surface unless indicated otherwise. Dampproof Membrane .1 Install dampproof membrane under concrete slabs-on-grade inside building where indicated on drawings. .2 Lap dampproof membrane minimum 150 mm at joints and seal. .3 Seal punctures in dampproof membrane before placing concrete. Use patching material at least 150 mm larger than puncture and seal. Drilled Anchors in Concrete .1 Conform to requirements of manufacturer. Use hammer drill or core drill to make holes. Hole diameters must not exceed those specified by manufacturer. Tighten all expansion anchors using a torque wrench unless finger- tight is required by the Drawings to allow for movement. Unless otherwise noted on drawings, provide manufacturer's standard embedment length into solid concrete. .2 Do not cut reinforcement to accommodate anchors. Relocate anchors, at no extra cost to the Contract, when obstructions prevent drilling holes to required depth in locations specified. .3 Obtain Consultant's approval of new location before drilling hole. Fill all abandoned holes with grout. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 13 February 11, 2008 3.4 Mass Concrete 3.5 Cold Weather Concrete Placement .4 When requested by Consultant or indicated on the drawings, arrange for manufacturer's technical representative to be present during installation of first few anchors of each size and type. Submit site reports by manufacturer to Consultant within one week of each visit. Reports to indicate anchor sizes and types installed, locations, and names of those present during installation. .5 When requested by Consultant or indicated on drawings, retain an inspection and testing company to randomly select and pull test 5% of all types and sizes of anchors installed on a weekly basis, but not less than one anchor of each type and size. Pull test to twice the design tension capacity of the anchor given by the manufacturer. Submit reports to Consultant within one week of testing. Reports to indicate each anchor location, test load and mode of failure, if applicable. Notify Consultant immediately if any anchor fails the pull test. .14 Pits, Curbs, Housekeeping Pads and Bases .1 Construct all concrete sumps, pits, trenches, housekeeping pads, curbs and machinery bases forming part of construction that are required within the building by other trades. .1 Where the thickness of concrete elements exceeds 1000 mm, follow proper procedures for mass concrete placement, curing and protection in accordance with CSA A23.1. .1 When the air temperature is at or below 5 deg. C, or when there is a probability of it falling below 5 deg. C within 24 hours of placing, all materials and equipment needed for adequate curing and protection must be on hand and ready for use before the concrete placement is started. .2 The temperature of the concrete at the time of placement must be no less than 10 deg. C nor may it exceed 35 deg. C. .3 The concrete temperature must be monitored, particularly at edges and comers, and shall not be permitted to drop below 10 deg. C during the curing period. Provide insulation, protection and heat as required by Clause 21.2.3.4 of the CSA A23.1. Where concrete is insulated using dry straw or hay, tarpaulins or polyethylene film must be used as a protective cover over the straw or hay to prevent it from blowing away or from getting wet. Wet straw or hay must be immediately removed and replaced. .4 Concrete shall not be cast on frozen concrete, frozen bedrock or frozen ground. Concrete shall not be placed on any surface that would lower the temperature of the concrete in place below 10 deg. C. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 14 February 11, 2008 3.6 Site Tolerance .10 .11 .1 .2 .5 Insulation and protection of concrete having an exposure classification of C-1, C-2, or F-1 shall remain in place as it cures for not less than 7 days at 10 deg. C. or until the concrete has developed 70% of its 28 day strength. .6 Insulation and protection of all other concrete shall remain in place as it cures for a period of not less than 3 days or until the concrete has reached a compressive strength of at ieast 35% of the specified 28 day strength. Under no circumstances shall the insulation and protection be removed when the concrete strength is below 7 MPa. .7 The insulation and protection shall not be completely removed from the concrete until the concrete surface has cooled to the temperature differential given in Table 15 of CSA Standard A23.1, and under no circumstances shall it be removed when the concrete surface temperature is more than 12 deg. C greater than the ambient air temperature. .8 When placing suspended concrete slabs, including concrete slabs on steel deck, the underside of the formed concrete shali be enclosed and heated. Forms for slabs shall be pre-heated. After placement of the concrete, insulating blankets or other insulation shall be placed on top of the slab to ensure proper curing temperatures are maintained. .9 Forms, reinforcing steel, and embedded fixtures must be clear of snow and ice at the time concrete is placed. Concrete placed during cold weather shali have 5% to 8% air entrainment. Chemical accelerators shali not be used as a substitute for proper curing and frost protection, though they may reduce the length of time temporary protection is required. Accelerators using chlorides or antifreeze compounds shall not be used. Concrete tolerance in accordance with CSA-A23.1. Tolerance for subgrade under concrete slabs on grade shali be in accordance with CSA-A23.1. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .1 I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Cast-in-Place Concrete Section 03300 Page 15 February 11, 2008 3.7 Field Quality Control .1 Inspection and testing of concrete and concrete materials will be carried out by a Testing Agency designated by Owner in accordance with CAN/CSA-A23.1 and Section 01450 - Quality Control. .2 Testing Agency will take a minimum of three (3) test cylinders from each 100 m3 of concrete placed and for each class of concrete placed each day, or as otherwise required by CSA Standard A23.1. Three (3) cylinders shall be tested after a period of 28 days. All testing shall be carried out in accordance with CSA Standard A23.1/A23.2. .3 Testing Agency shall take two (2) additional test cylinders for each test during cold weather concreting. Cure cylinders on job site adjacent to the work they represent and under the same conditions as concrete which they represent, and test after a period of 28 days. .4 Each test shall include a slump test. Slump tests shall be taken prior to the addition of site administered fibre reinforcement or superplasticizers. Where admixtures are added at the concrete supplier's plant, the type and dosage of such admixtures shall be recorded on the test report. .5 An air content test shall be carried out for all concrete that shall be exposed to freezing and thawing in the final structure. .6 Non-destructive Methods for Testing Concrete shall be in accordance with CAN/CSA-A23.2. .7 Assist the Testing Agency in its work. Notify Agency as to the concreting schedule and before each pour. Provide concrete samples. .8 The Testing Agency will report to the Consultant, with copies to the Structural Engineer, Contractor, Concrete Supplier and Municipal Authorities. Reports will include the locations in structure to which tests relate, comments on abnormal results and conditions, and the Supplier's mix design numbers. Test reports shall be provided within five working days. .9 Inspection or testing by Owner will not augment or replace Contractor quality control nor relieve him of his contractual responsibility. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 3.8 Reiected Work Cast-in-Place Concrete Section 03300 Page 16 February 11, 2008 .1 DO not deliver to the site materials which are known not to meet the requirement of the Specifications. If rejected after delivery, they shall be immediately removed. .2 Where review reveals materials or workmanship which appear to have failed to meet the specified quality or tolerances, the Consuitant shall have the authority to order additional curing; to have tests made of in-situ concrete, concrete cores, reinforcement or other materials; to order a structural analysis of the existing elements; and to load test the structure. All such work will be carried out in order to assist in determining whether the structure may, in the opinion of the Consultant be accepted, with or without strengthening or modification. Testing shall meet the requirements of the Ontario Building Code. All expenses incurred shall be chargeable to the Contractor regardless of the results. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Finishing and Concrete Topping Section 03345 Page 1 February 11, 2008 PART 1 GENERAL 1.1 General Reouirements 1.2 Related Work 1.3 Submittals PART 2 - PRODUCTS 2.1 Materials .1 Conform to Sections of Division 1 as applicable. .2 Coordinate with Work of Division 15 who will be installing an in floor radiant heating system. Cooperate and adjust Work of your Section as required. .1 Finishing of formed surfaces and placing concrete to screeds: Section 03300, Cast-In-Place Concrete. .1 Samples .1 Submit a sample of sealer, curing and sealing compound and hardener for Consultant's review. .2 Mock-Up .1 Conduct a mock-up of concrete topping. Do mock-up in location directed by Consultant. .2 Mock-up includes installation of acoustic membrane. .3 Maintenance Data and Operating Instructions .1 Submit Maintenance Manuals in accordance with Section 01782. Contribute to this manual complete, detailed and specific instructions for maintaining, preserving and keeping ciean surfaces of this work, and which give adequate warning of maintenance practices or materials detrimental to sealed surfaces. .1 Curing and Sealing Compound: manufacturer of surface hardener surface. As recommended by used on the concrete .2 Combination Curing and Sealing Compound: Chlorinated rubber based, ASTM C-309-81 "Standard Specification for Liquid Membrane Forming Compounds for Curing Concrete", Type 1. .3 Cleaners, Thinners and Accessories: As recommended by sealer manufacturer. .4 Additive: "Albitol" or "Surfacrete" by Stemson Ltd. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-1 2.2 Mixes PART 3 - EXECUTION 3.1 Examination 3.2 Aoolication Concrete Finishing and Concrete Topping Section 03345 Page 2 February 11, 2008 .5 Sealers .1 Type 1 Crack Filler: 2C SL by Sika Canada, sealer coat MRW System by Sika. .2 Type 2 Sikaguard Clear/Seal 2 by Sika Canada. .1 Grout (for filling sawcuts and cracks): One (1) part cement to two (2) parts fine concrete sand wetted with additivelwater solution to manufacturer's directions to provide suitable mix. Colour, texture and strength to match adjacent surfaces. .1 Verify that the mix for the concrete slab meets the following requirements: .1 Maximum slump shall be 80 mm (3"). .2 Air Content shall not exceed 3%. .3 Admixtures that increase bleeding shall not be used. .1 Preliminary Work .1 After concrete has been placed, strike off concrete level and fiush to screeds with a true straight edge. .2 Immediately after striking off concrete, level and consolidate with a wooden darby or bull float. Complete levelling and consolidation before free moisture (bleeding) rises to surfaces. .3 Wait until concrete stiffens sufficiently to sustain foot pressure with only about 6 mm (1/4") indentation. .4 Float concrete with hand float or with power float. If free bleed water remains on surface at this time, remove it before floating. .2 Steel Trowel Finish .1 After Preliminary Work, trowel surface with steel hand trowel or power trowel keeping blade relatively flat at first and raising blade angle a little more on subsequent passes. Trowel surface as many times as necessary to produce a smooth dense surface. .3 Control Joints .1 Sawcut control joints in slabs on grade. Review proposed location of control joints with consultant before cutting. Adjust locations as directed. Cut shall be approximately 3 mm (1/8") wide x 38 mm (1-1/2") deep. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Finishing and Concrete Topping Section 03345 Page 3 February 11, 2008 3.3 Curing Finishing Schedule .4 .5 .1 .2 Make sawcuts no sooner than 12 hours nor later than 24 hours after finishing, depending upon drying conditions. Do not fill sawcuts for at least 28 days, then clean out sawcuts using brushes and compressed air removing all dirt and foreign material. Fill sawcuts with filler. Finish to match surrounding surfaces. Crack Repair .1 After concrete has cured, examine concrete floor surfaces and repair all cracks. Rout cracks out with mechanical router to a minimum depth of 12 mm (1/2"). Then clean and fill cracks in same manner as control joints. Tolerances .1 Completed floor surfaces shall not vary more than 6 mm (1/4") in 3000 mm (10'-0") from dead level. The following finishes shall be applied to the corresponding surfaces: .1 Exposed concrete floors where indicated in Mechanical and Electrical Rooms and Janitor Rooms: Moist cure, float finish, floor sealer Type 2. .2 Concrete to accept resilient flooring: Combination curing and sealing compound, steel trowel finish. .3 Concrete to accept ceramic tile applied using thin-set bed or adhesive methods: Moist cure, steel trowel finish. .4 Concrete to accept ceramic tile and porcelain stone tile applied using mortar bed system. Moist cure, broomed after floating. .5 Concrete to accept special flooring, seamless flooring or similar, thin, fluid applied finish cure, steel trowel finish. .6 Concrete to accept carpet: Moist cure, steel trowel finish. .7 Concrete to accept roofing and waterproofing membranes except hot rubberized asphalt cure, steel trowel finish. .8 Concrete to accept hot rubberized asphalt roofing and waterproofing: Moist cure, float finished. .9 Concrete side-walks and curbs: Combination curing and sealing compound, finish standards. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Procedures Section 04050 Page 1 February 11 , 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1.3 References 1.4 Samoies 1.5 Job Mock-Uo .1 Comply with requirements of Division 1 as applicable. .1 Section 01001, General Requirements. .2 Section 04100 Mortar and Masonry Grout: Mortar, grout and parging. .3 Section 04150 Masonry Accessories. .4 Section 04210 Brick Masonry. .5 Section 04220 Concrete Block Masonry. .6 Section 05500 Metal Fabrications: Steel Lintels and Steel Shelf Angles. .7 Section 07900 Sealants: Caulking. .1 CSA A 179-1994, Mortar and Grout for Unit Masonry. .2 CSA-A371-94, Masonry Construction for Buildings. .1 Submit samples in accordance with Section - 01001 General Requirements. .2 Submit Samples .1 Two (2) of each type of masonry unit specified. .2 Two (2) of each type of masonry accessory specified. .3 Two (2) of each type of masonry reinforcement, tie and connector proposed for use. .4 As required for testing purposes. .1 Construct mock-ups in accordance with Section 01001 - General Requirements. .2 Prepare mock-up of the following items of work: .1 Exterior brick including mortar, back up wall, including all components and accessories: 1500 mm wide x 1500 mm high. .2 Interior Ashlar Block Wall. .3 Construct mock-ups where directed. .4 Allow ten (10) working days for review of mock-up by Consultant before proceeding with work. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Procedures Section 040S0 Page 2 February 11, 2008 1.6 Other Submissions 1.7 Delivery, Storage and Handlino 1.8 Transportation, Use and Disposal of Chemical Materials 1.9 Environmental Reouirements .S Mock-up shall be repeated until results to the satisfaction of the Consultant are achieved. .6 When accepted, mock-up will demonstrate minimum standard for this work. Mock-up may remain as part of finished work. .1 Submit manufacturer's literature for all products. .2 Submit details of all tools, machinery and equipment required to complete the work. Remove rejected items from site. .1 Deliver materials to job site in dry condition. .2 Keep materials dry until use. .3 Store under waterproof cover on pallets or plank platforms held off ground by means of plank or timber skids. .1 Comply with the requirements of the following Federal and Provincial Legislalion related to the transportation use and disposal of all chemical type of materiais and all revisions and other relevant legislalion as applicable to this work. .1 Federal Transportation of Dangerous Goods Act. .2 Ontario Regulation Number 309 Liquid and Hazardous Waste Regulation. .3 All such waste shall be carried by an Approved Ministry of the Environment Haulage carrier and disposal of at a Ministry of the Environment approved receiving facility. .1 Cold Weather Requirements .1 Supplement Clause S.1S.2 ofCAN3-A371 with follOWing requirements: .1 Maintain temperature of mortar between SOC and 500C until batch is used. .2 No masonry work shall be carried out when air temperatures fall below SOC unless the following provisions are made. .1 When air temperatures fall below SOC, provide a weathertight, heated enclosure in which to carry out work, store all materials and mix mortars, and, in which the air temperature is maintained sOC at all times. .2 Maintain these conditions for a minimum 3 weeks following completion of any masonry work. .3 Do not remove heat or enclosure where masonry is not thoroughiy dried out. Request and obtain permission of the Consultant before removing heat or enclosure. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Procedures Section 04050 Page 3 February 11, 2008 1.10 Qualifications 1.11 Air Barrier 1.12 Protection 4 Maintain minimum/maximum thermometers and relative humidity gauges on site and in all enclosures and maintain a daily record of temperature and humidity. .2 Hot Weather Requirements .1 Protect freshly laid masonry from drying too rapidly, by means of waterproof, non-staining coverings. .2 Keep masonry dry using waterproof, non-staining coverings that extend over walls and down sides sufficient to protect walls from wind driven rain, until masonry work is completed and protected by flashings or other permanent construction. .3 When wall surfaces or ambient temperatures reach 250C protect new work from rapid drying by providing burlap protection kept misted as necessary to control drying and shrinkage. .3 Protect masonry and other work from marking and other damage. Protect completed work from mortar droppings. Use non-staining coverings. .4 Provide temporary bracing of masonry work during and after erection until permanent lateral support is in place. .1 Provide competent trade foreperson. well skilled and experienced for continuous supervision. .2 Provide specialized skilled and competent tradesmen who shall have had considerable experience in this type of work. .3 Submit, if requested, a detailed list of projects and experience relating to any of the above workers. .1 .2 Continuity of the air barrier is critical. Participate in planning and coordination meetings called by General Contractor. .3 Supply and install air barrier membrane and solid back up as required to ensure continuous and effective air barrier where work of different sections joins together. .1 Keep masonry dry using waterproof, non-staining coverings that extend over walls and down sides sufficient to protect walls from wind driven rain, until masonry work is completed and protected by flashings or other permanent construction. NewcasUe Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Procedures Section 04050 Page 4 February 11, 2008 PART 2 - PRODUCTS 2.1 Materials PART 3 - EXECUTION 3.1 Installation 3.2 Construction .2 Protect masonry and other work from marking and other damage. Protect completed work from mortar droppings. Use non-staining coverings. .3 Provide temporary bracing of masonry work during and after erection until permanent lateral support is in place. .1 Masonry materials are specified elsewhere in these Specifications or on the Design Drawings. .1 Provide all labour, material and equipment and perform all operations required to carry out all masonry work as described herein, as described on the drawings, or as required for the proper completion of the work. .2 Bond .1 Brick Masonry: Running bond except as noted. .2 Concrete Block: Stack bond where exposed as finish, running bond where concealed. .3 Do masonry work in accordance with CAN3-A371 except where specified otherwise. .4 Build masonry piumb, level, and true to line, with vertical joints in alignment. .5 Layout coursing and bond to achieve correct coursing heights, and continuity of bond above and below openings, with minimum of cutting. .1 Exposed Masonry .1 Remove chipped, cracked, and otherwise damaged units in exposed masonry and replace with undamaged units. .2 The concrete block is an exposed finish where shown on the interior. Install accordingly. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Procedures Section 04050 Page 5 February 11 . 2008 .3 Jointing .1 Concrete Block Jointing .1 Allow joints to set just enough to remove excess water, then tool all masonry joints with round jointer to provide smooth, compressed, uniformly concave joints. .2 Brick Jointing: Concave joints. .3 All exposed Stack Bond Block: Raked joints. .4 Cutting .1 Neatly cut out for electrical switches, outlet boxes, and other recessed or built-in objects. .2 Make cuts straight, clean, and free from uneven edges. .5 Building-In .1 Build in items required to be built into masonry. .2 Prevent displacement of built-in items during construction. Check plumb, location and alignment frequently, as work progresses. .3 Brace door jambs to maintain plumb. Fill spaces between jambs and masonry with mortar. .6 . Support of Loads .1 Use 30 MPa concrete to Section 03300 - Cast-in-Place Concrete, where concrete fill is used in lieu of solid units. .2 Use grout to CSA A 179 where grout is used in lieu of solid units. .3 Install building paper below voids to be filled with concrete or grout; keep paper 25 mm back from faces of units. .7 Provision for Movement .1 Leave 3 mm space below shelf angles. .2 Leave 6 mm space between top of non-load bearing walls and partitions and structural elements. Do not use wedges .3 Built masonry to tie in with stabilizers, with provision for vertical movement. .8 Loose Steel Lintels 1 Install loose steel lintels. Centre over opening width and ensure minimum bearing width as indicated on drawings. Provide a minimum 100 mm bearing for loose steel lintels unless noted otherwise on the drawings. .9 Control Joints .1 Construct continuous control joints as indicated. .2 Entire depth of control joint to be filled with control joint filler specified in Section 04150, 2.1.1. Set back 10 mm from face. .3 Fill 10 mm face dimension with sealant specified in Section 04150, 2.1.15. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #Cl2008-7 Masonry Procedures Section 04050 Page 6 February 11, 2008 3.3 Site Tolerances 3.4 Field Quality Control 3.5 Reinforcement and Reinforcino Ties .1 Tolerances in notes to Clause 5.3 of CAN3-A371 apply. .1 Inspection and testing will be carried out by Testing laboratory designated by Consultant. .2 Cost of testing will be paid from Cash Allowance specified in Section 01001 - General Requirements. .1 PLEASE NOTE: THE FOllOWING ITEMS ARE ADDITIONAL INSTALLATION DETAILS FOR REINFORCING SPECIFIED IN SECTION 04150. .1 Adjustable masonry reinforcement not permitted to correct poorly laid masonry. Bending of masonry reinforcement or ties not pemnitted. .2 Adjustable ties are specified and are intended for use to compensate for varying specified course heights, particularly for stone and block. .2 At openings provide extra masonry/cavity wall reinforcement, so that first and second courses above and below openings are reinforced. Extend extra reinforcement 600 mm (2'-0") beyond opening in each direction. .3 Where columns occur in masonry walls so that masonry passed by in front or behind column, or both use masonry/cavity wall reinforcement at every horizontal block joint and every third horizontal brick joint and extend outer strand or strands of reinforcement through past column. Where possible, extend reinforcement at least 750 mm (2'6") each side of column. .4 Where steel columns occur in masonry walls embed steel bar anchors fully with mortar, including bent ends. .5 Where concrete columns intersect masonry or masonry veneer occurs at concrete structure, coordinate dovetail anchors with Section 03300, Cast-in-Place Concrete and build them in full bed of mortar. Dovetail anchor slot is supplied and installed by 03300. Anchors are supplied by 03300 and installed by 04050. .6 Where concrete block walls abut steel structural elements tie walls to structural with suitable ties. Connect to tabs or other suitable elements provided by Division 5. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Procedures Section 04050 Page 7 February 11, 2008 3.6 High Lift Grouting of Concrete Block Walls .1 Install vertical reinforcing where shown. .2 Vertical cores to have an unobstructed alignment with a minimum dimension of 75 mm. .3 All mortar droppings and debris are to be removed through clean-out openings, of at least 77 mm x 100 mm located at the bottom of every core with vertical reinforcing. .4 Grouting is to be carried out in successive 1500 mm lifts and is to be vibrated immediately upon placement. Each succeeding lift of grout is poured and consolidated after a minimum lapse of 30 minutes. In each lift the top 300 mm to 450 mm of grout is to be reconsolidated before placement of the succeeding lifts. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Mortar and Masonry Grout Section 041 00 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1.3 Reference Standards 1.4 Sam Dies PART 2 - PRODUCTS 2.1 Materials .1 Comply with requirements of Division 1 as applicable. .1 Section 04050 Masonry Procedures. .2 Section 04210 Brick Masonry. .3 Section 04220 Concrete Unit Masonry. .1 The Section refers to the following publications and where such reference is made it shall be to the edition listed below, including all amendments published thereto: .1 CSA A 179-94, Mortar and Grout for Unit Masonry. .2 CSA-A371-94, Masonry Construction for Buildings. .3 CSA-A370-94, Connectors for Masonry. .4 CSA-S304.1-94, Masonry Design for Buildings. .1 Submit samples as specified in Section 04050 Masonry Procedures. .2 Install coloured mortar in brick wall mock-up. Adjust colour as requested by Architect. .1 Use same brands of materials and source of aggregate for entire project. Mortar and Grout: CSA A 179. .2 .3 Water .1 .2 Clean, potable, and free from contaminants. Where water has high iron or other metal content, pre- treat with complexing agents before use to reduce risk of staining. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Mortar and Masonry Grout Section 04100 Page 2 February 11, 2008 2.2 Grout Mix 2.3 Mortar .4 Aggregates .1 Sand: To CSA A82.56M, (Aggregates for Masonry Mortar) sharp, screened and washed pit sand, free of any organic material, grading and colour to approval of Architect as foHows: Provide custom blended sand conforming to the following sieve analysis: Sieve Size Percentaoe bv Weioht Passino Each Sieve No.4 ( 4.75mm ) 100 No.8 ( 2.36mm) 90 No.16(1.18mm) 70 No. 30 (600 microns) 50 No. 50 ( 300 um) 30 No. 100 (150 um) 15 No. 20 (75um) 0 .2 Mortar C%uring Compounds .1 Pure, synthetic, inorganic, pigments in proportions recommended by manufacturer, but not exceeding 10% by weight of cementitious material. .2 A very dark pigment wiH be required. .3 By Harcoss Pigments or Northern Pigments. .3 Masonry Cement: To CAN/CSA AS-M88 Masonry Cement. .4 Air Entraining Admix1ure: Vinsol resin type, conforming to CSA A266 1 and ASTM C-260. .5 Mortar Pigments: As supplied by Harcoss Limited to Consultant's selections. .1 Grout: To CSAA179. .2 Grout for masonry construction shaH have a minimum compressive strength of 15 MPa at 28 days and a slump of between 200 mm and 250 mm. .1 Mortars are based on the proportion specifications of CSA A179M-1994. .1 Mortar for bedding brick: One part masonry cement and three parts aggregate plus colouring pigment. .2 Interior and aH Load Bearing Masonry: Type S to CSAA179-94. .3 Interior Non-Ioadbearing Masonry: Type N to CSA A 179-95. .4 Exterior back up waH: Type N. Parging: Type N to CSA A179, having a compression stren9th of 5.0 MPA (750 p.s.i.) minimum. .5 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Mortar and Masonry Grout Section 041 00 Page 3 February 11 , 2008 PART 3 EXECUTION 3.1 Construction 3.2 Preoaration of Grout 3.3 Placement of Grout .6 Mortar for all loadbearing masonry shall be Type S based on Proportion Specifications. .1 Do masonry mortar and grout work in accordance with CSA A 179 except where specified otherwise. .2 Apply parging in two (2) uniform coatings not less than a total 10 mm thick, where indicated. .3 Fill all cells in masonry units containing reinforcing or anchors solid with grout. .1 Prepare grout in quantities that can be used in 30 minutes only. .2 Prepare grout by thorough mixing to fully blend constituents to form a pouring consistency grout. .3 Keep stirring at regular intervals throughout use until grout is placed to prevent settling of solids. Strain mix through sieve ( maximum No.50/300 microns ) to remove solids that would impede pouring and filling of voids. .4 .5 Use grout within 30 minutes of initial mixing. .6 Discard all grout mixed beyond 30 minutes. .1 No grout space should be less than 20 mm nor more than 150 mm in width. Where grout spaces exceed 150 mm in width, use concrete conforming to the requirements of Section 03300. .2 Mortar projecting more than 10 mm into the grout space shall be removed. .3 Grout vertical cores of masonry in lifts not to exceed 1500 mm. Rod or vibrate in place. .4 Whenever grouting of vertical cores in masonry is stopped for one hour or longer, a horizontal construction joint shall be made by stopping the grout pour 25 mm below the top of the masonry unit to form a key with the next lift. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1.3 References 1.4 Mock-Uo 1.5 Air Barrier PART 2 - PRODUCTS 2.1 Materials Masonry Accessories Section 04150 Page 1 February 11, 2008 .1 Conform to requirements of Division 1 as applicable. This Section applies to the cavity wall reinforcing, as specified in 2.1.6. and 2.1.8. in this Section. .2 .1 Section 01001 Inspection and Testing: General Requirements. .2 Section 04100 Mortar and Masonry Grout: Mortar, Grout, and parging. .3 .4 Section 04120 Brick Masonry. Section 04220 Concrete Block Masonry. .5 Section 04050 Masonry Procedures. .1 Masonry anchors shall conform to CAN3-A370-M84, Connectors for Masonry. .1 Complete mock-up to requirements of 01001, General Requirements, for through wall flashings and each type of air barrier membrane transition pieces, i.e. at parapet, at openings at wall, and at junction with stucco. .1 The air barrier membrane supplied and installed by this Division is a key component in the building air barrier system. .2 Attend air barrier planning and coordination meetings at the request of the General Contractor. .3 Supply and install air barrier membranes as required to produce effective, continuous air barrier at junctions with work of other divisions. .1 Control Joint Filler .1 Purpose-made closed cell neoprene to ASTM D1056 class RE41. DA2015 by DUR-O-Wall or approved equal. .2 Weep Hoie Vents: Purpose-made PVC, DA 1069 by DUR-O- WALL or approved equal. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Accessories Section 04150 Page 2 February 11, 2008 .11 .12 .13 .14 .15 .16 .3 Through Wall Flashings/Air Barrier Membrane .1 At base of walls 22 gauge preformed metal cladding, Stelco 8000 Series, colour Charcoal. .2 FR 40 by Lexsuco, Blueskin by Bakor, or Perma Barrier 4000 by Grace Construction Products. Accepted alternatives; Sopra-Seal Stick 1100 by Soprema and Air shield by W.R. Meadows .3 Adhesive: Type recommended by Lexsuco for FR-40; CA 103 or by Bakor for Blueskin. .4 Interior Concrete Block Horizontal Reinforcing: Truss Type DW 100 by OUR-O-WALL or approved equal. .5 Interior Block Walls Vertical Reinforcing: Reinforcing bars supplied by 03200 as indicated on structural. .6 Cavity Wall Horizontal Reinforcing for Brick .1 Hot dip galvanized, 4.76 cold drawn steel to ASTM A58. .2 Rap-Tie by Fero or BL-407 by Clock-Lok 100 mm high L plate with insulation restraint clip. L plate complete with adjustment holes and pins. L plate depth sized to suit cavity wall construction shown. .7 Fasteners: Brass or stainless steel screws. .8 Cavity Wall Insulation .1 Above +/- grade insulation semi rigid stone wool insulation batt, Cavity rock by Roxul, 400 x 1220, thickness as shown. .2 Below grade insulation rigid extruded polystyrene, Dow SM or approved equal. Thickness as shown or as required to fill entire cavity solid. .3 Refer to details for exact locations of the 2 types above. .9 Air Barrier Adhesive: Air Block 21 by Bakor. .10 Air Barrier Membrane and Through Wall Flashings: Blueskin AC by Bakor, Perm a Barrier 4000 by Grace Construction Products or Sopra Seal-Stick 1100 by Soprema. Shields: Lead expansion and nylon body type. Backer Rod: SOFT ROD by Trenco Ltd., 30% larger than joint. Sealant: Two component, polysulphide base, chemical curing custom colour to match existing stones: Tremco Oymeric. Primer: As recommended by sealant manufacturer. Solvent: MEK or as recommended by manufacturer. Isolation Tape: Pressure sensitive, non-bonding to sealant. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Masonry Accessories Section 04150 Page 3 February 11, 2008 .17 Dove Tail Anchors: Supply and install anchor straps at all dovetail anchors. 4 mm thick type 316 stainless steel. .18 Asphalt Emulsion: Brush or spray applied: e.g.: " Bakor 700- 01". .19 Burlap: Clean, non-staining (with no printed matter). .20 Mortar Net: Mortar Net MN10-1 as distributed by J.V. Building Supply, Woodbridge 905-851-3744. Fax 905-851-4797, manufactured by Mortar Net USA ltd. 3641 Ridge Road, Highland IN 46322, 10" height x 1" thick. To be installed continuously at all locations where through wall flashings are installed. Mortor Break by Blok-Lok is an acceptable altemate. .21 Dowels: 12 mm, stainless steel where indicated, or hot dip gaivanized, 300 mm long. .22 Precast Concrete Caps for Stone Garden and Screen Walls (Separate Price #2) .1 Finish, Samples and Mock-ups .1 Finish on exposed surfaces of precast concrete work shall be: .1 Colour to be Limestone grey with acid etched finish. .2 No excessive blotching, patchiness or shade difference will be accepted. .2 Samples: Provide two 610 x 610 mm (24 x 24") precast concrete samples of the specified finishes in consultation with the Consultant, for acceptance in accordance with Section 01001. Upon acceptance of fabricate copings to match. .3 Shop Drawings .1 Submit shop and erection Drawings for precast concrete work in accordance with Section 01001. A Materials .1 Cement, white cement, aggregates, water admixture: To CSA A23.4-94 and CSA A23.1-94. .2 Aggregate: In conformance with CSA A23.1-94 and shall be tested for soundness prior to manufacture in accordance with CSA A23A-94. .3 Concrete Mix .1 Use concrete mix designed to produce minimum of 35 MPa compressive strength at 28 days, with a maximum water/cement ratio to CSA A23.4-94. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Accessories Section 04150 Page 4 February 11, 2008 PART 3 - EXECUTION 3.1 Installation 3.2 Installation of Air Barrier Membrane .2 Use white or grey cement in facing matrix. Air entrainment of concrete mix: to CSA A23.1-94, 5% minimum. Use of calcium chloride not permitted. .3 .4 .5 Design .1 Design precast concrete work in accordance with CSA A23.4-94 and requirements of authorities having jurisdiction. .6 Fabrication .1 Exposed faces of precast concrete members shall be made to requirements of CSA A23.4-94, CPCI Architectural Grade 'A'. .2 Precast concrete exposed surface finish shall match approved samples. Colour and texture shall be uniform and consistent throughout, free from air pockets, imperfections, blemishes and discolourations. .1 Install continuous control joint fillers in control joints at locations indicated. .2 The installation of masonry accessories are described in sections listed in related work and as listed below. .3 Install weephole vents where indicated and where described on the Drawings. .1 Locations Required .1 At junction of wall and roof, extend one (1) layer of membrane under parapet framing and minimum 300 mm beyond to allow connection of wall and roof air barrier. Extend second layer behind insulation to top of parapet as shown. .2 Behind insulation in all areas of cavity masonry wall. .3 At junction with all openings in the wall such as windows and doors, to 100 mm beyond back of window or door frames, all sides. .2 Lap joints minimum of 100 mm and fully adhere with adhesive. Seal around masonry reinforcement and other penetrations. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200S-7 Masonry Accessories Section 04150 Page 5 February 11, 2008 3.3 Installation of Through Wall Flashinos 3.4 Cavitv Insulation 3.5 Dowels 3.6 Masonrv Ties .1 Install damp courses and flashings where shown on Drawings. If not fully shown, install in locations as follows and as specifled herein. .1 Below second exterior block masonry and the fourth exterior brick course above new grade line. .2 Over exterior lintels and shelf angles. .3 Below first masonry course of inner wythe at floors on grade. Extend damp course through full thickness of inner wythe. .2 Install flashings through full thickness of exterior wythe horizontally across cavity and through insulation to terminate with a minimum 150 mm (6") vertical leg against air/vapour barrier. Lap all joints at least 100 mm (4"). Bond continuous air/vapour membrane strip to both air/vapour and flashing taking care not to damage flashing, membrane or insulation. .3 At shelf angles install flashing through exterior wythe up and over shelf angle, horizontally through insulation turning up wall and terminate at and secure to airlvapour barrier as specified above. .4 Install all flashings and dampproofing course to provide continuous waterproofing flashing in wall except where such courses occur over openings in wall extend them past opening a minimum of 200 mm (S") and turn up minimum of 150 mm (6") at each end to create a waterproof dam to prevent water draining into cavity. .1 Place insulation in horizontal parallel courses tightly fltted between masonry reinforcement and in firm contact with air/vapour barrier and adjacent insulation panels. .2 Cut and fit insulation to provide complete unbroken installation with minimum joints. Fit insulation lightly around ties. .1 Install dowels at 1200 o.c. at base of all block walls. .1 Install masonry ties on minimum of 600 mm centres horizontally and vertically in all locations of brick and stone cavity walls. .2 Use oniy stainless steel masonry screws (Type 304) for attachment of masonry ties. .3 Masonry ties are applied overtop of the air barrier membrane. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Accessories Section 041 50 Page 6 February 11, 2008 3.7 Below Grade Insulation .4 At steel stud back up walls attach ties over membrane and sheathing onto steel studs using stainless steel screws. Install at each stud (at 400 mm O.C., hOrizontally) and at 600 mm vertically. Install to manufacturer's printed instructions for this application. .1 Install all below grade masonry indicated Including that required over poured concrete walls. .2 Install using mechanical fasteners and adhesive air barrier. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Masonry Reinforcing and Connectors Section 04160 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1 .2 Reference Standards 1 .3 Source Qualitv Control 1.4 Shoo Drawinos PART 2 - PRODUCTS 2.1 Materials .1 This Section applies to interior concrete block walls and concrete block wythe of exterior concrete walls .1 The Section refers to the following publications and where such reference is made it shall be to the edition listed below, including all amendments published thereto: .1 CAN/CSA A23.1-94, Concrete Materials and Methods of Concrete Construction. .2 CSA-A370-94, Connectors for Masonry. .3 CSA-A371-94, Masonry Construction for Buildings. .4 CSA G30.3-M1983, Cold-drawn Steel Wire for Concrete Reinforcement. .5 CSA G30.18-M92, Billet-Steel bars for Concrete Reinforcement. .6 CSA G40.21-M92, Structural Quality Steel. .7 CAN3-S304-M84 (R1994), Masonry Design for Buildings. .8 CSA W186-M1990, Welding of Reinforcing Bars in Reinforced Concrete Construction. .2 Do reinforcing and connecting of masonry in accordance with CSA-A370, and CSA-A371 unless specified otherwise. .1 Upon request inform Consultant of proposed source of material to be supplied. .1 . Submit three (3) copies of all Shop Drawings to the Consultant. Shop drawings shall consist of bar bending details, lists and placing Drawings. .2 .3 On placing Drawings indicate sizes, spacing, location and quantities of reinforcement and connectors. .1 Bar Reinforcement: Billet steel, grade 400, deformed bars to CSA G30.18. .2 Wire Reinforcement: To CSA-A371 and CSA G30.3. .1 Horizontal joint reinforcement to be galvanized welded truss-type, minimum rod diameter 4.76 mm, complete with prefabricated T and L shaped sections. Masonry Reinforcing and Connectors I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Section 04160 Page 2 February 11, 2008 2.2 Fabrication PART 3 EXECUTION 3.1 Horizontal Reinforcina 3.2 Bondino and Tvino 3.3 Reinforced Lintels & Bond Beams .1 .1 .3 Bolts and Anchors: To ASTM A307 or CSA G40.21 Grade 300. .4 Connec.tors: To CSA-A370 and CAN/CSA-S304. .5 Corrosion Protection: To CAN/CSA-S304, types as shown in Section 04150. .6 For type of masonry reinforcing and connections, refer to Section 04150. .1 Fabricate reinforcing in accordance with CAN/CSA-A23.1 and Reinforcing Steel Manual of Standard Practice by the Reinforcing Institute of Ontario. .2 Fabricate connectors in accordance with CSA-A370. .3 Obtain Consultant's approval for locations of reinforcement splices other than those shown on contract drawings. .4 Upon approval of Consultant, weld reinforcement in accordance with CSA W186. .5 Ship reinforcement and connectors clearly identified in accordance with drawings. .1 Install at vertical intervals 400 mm maximum, continuous truss- type horizontal reinforcement comprised of not less than two (2) rods, placed 25 mm from each face, and lapped 150 mm at each splice location. Installed prefabricated shapes at wall intersections and in accordance with the manufacturer's instructions. Rods shall be as specified, but not less that 4.76 mm diameter. Locations Required .1 Bond walls of two (2) or more wythes using metal ties in accordance with CSA-A370 and as indicated. .2 Tie masonry veneer to backing in accordance with CAN3-A370. Place and grout reinforcing in accordance with CSA-A371 and CSA-S304. .2 Reinforce masonry lintels and bond beams as indicated. Make joints in lintels and bond beams to match adjacent walls. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Masonry Reinforcing and Connectors Section 04160 Page 3 February 11, 2008 3.4 Bolts and Anchors .1 Embed bolts and anchors solidly in grout to develop maximum resistance to design forces. 3.5 Control Joints .1 Embed bolts and anchors solidly in grout to develop maximum resistance to design forces. 3.6 Reinforced Masonrv .1 Reinforcement must be accurately positioned and rigidly secured at intervals by wire ties or spacing devices to prevent displacement of the bars during grouting. .2 The distance between reinforcement and the masonry unit face or formed surface must not be less than 6 mm for fine grout and 12 mm for coarse grout. I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Brick Masonry Section 04210 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1.3 Mock-Uo PART 2 - PRODUCTS 2.1 Materials 2.2 Mortar .1 Comply with requirements of Division 1 as applicable. .1 Inspection and testing. Section 01001, General Requirements. .2 Section 04100 Mortar and Masonry Grout: Mortar, grout and parging. .3 .4 Section 04150 Masonry Accessories. .5 Section 04210 Brick Masonry. Section 04220 Concrete Block Masonry. .6 Section 04420 Cut Stone Supply. .7 Section 05500 Metal Fabrications: Steel lintels. .8 Section 07900 Sealants: Caulking. .1 Carry out mock-up to requirements of Section 01001 - General Requirements, including installation of coloured mortar. .2 Revise as required. .3 Reviewed mock-up may be retained in the final Work. .1 Acceptable Bricks .1 Williamsburg Mkll by Hanson Bricks. .2 Frazer Red Graintex by IXL. .3 A1tematives may be submitted to Architect during the Tender period for review. If accepted they will be added as an Addendum. If no Addendum adding additional accepted bricks, use only those named above. .2 All bricks are Metric Norman size 57 x 90 x 290 mm. .1 Coioured Mortar: Refer to 04100 for mix. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 3 - EXECUTION 3.1 Execution .9 .10 Brick Masonry Section 04210 Page 2 February 11, 2008 .1 .2 Brick Bond: Running bond except where indicated otherwise. Keep exposed faces free from stains, chips and cracks. Keep tolerance in plane 3 mm (1/8") in 2400 (8'-0"). Do not use chipped, cracked or deformed units in exposed work. .3 Replace any damaged, chipped or marred bricks as directed by architect. .4 auttering comers of units, throwing mortar droppings into joints, deep or excessive furrowing of bed joints will not be permitted. Do not shift or tap units until after mortar has taken innial set. Where adjustment must be made after mortar has started to set, remove mortar and replace with fresh supply. .5 When mortar is "thumb-prinr hard, tool joints slightly concave for exposed work, elsewhere, strike joints flush. Use sufficient force to press mortar tight against masonry units on both sides of joints. Remove excess material or burrs left after jointing. Use trowel or rub with burlap bag. All joints shall be full of mortar except where specifically designated to be left open. Lay face brick in running bond (no headers) in full bed of mortar. Align vertical joints plumb in alternate courses. Evenly distribute variations in colour. .6 .7 .8 Use sufficient mortar on end of stretchers to ensure end joints are compressed full when brick is pressed into place. When laying closures provide full joints both sides of closure brick. Install weep hole vents in accordance wnh manufacturer's directions, at bottom of exterior wythe of brick in exterior cavity walls and above all damp courses and flashings therein. Space not more than 600 mm (2'-0") o.c. horizontally. Ensure that holes in vents are not plugged with mortar or debris. Keep cavity free of mortar by approved means. Tie brick veneer to concrete for heights greater than 400 mm (16") with dovetail anchors placed in dovetail anchor slots at not over 300 mm (1'-0") o.c. vertically and 600 mm (2'-0") horizontally. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I, J I 8 I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Concrete Unit Masonry Section 04220 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 Related Sections 1.2 Reference Standards 1.3 Mock-Uo PART 2 - PRODUCTS 2.1 Materials .1 Comply with requirements of Division 1 as applicable. .2 Section 04050 Masonry Procedures. .3 Section 04100 Mortar and Masonry Grout. .4 Section 04150 Masonry Accessories and Masonry Reinforcing and Connectors. .1 The Section refers to the following publications and where such reference such reference is made it shall be to the edition listed below, including all amendments published thereto: .1 CSA-A165 Series-94, Concrete Masonry Units. .1 To requirements of Section 01001. .2 Install representative section of interior stack bond wall. Allow five (5) days for review. .3 Revise as required. Accepted wall is the project standard and may form part of the finished work. .1 Standard Concrete Masonry Units to CSA-A165 .1 Classification: H/15/AlM for hollow units, S/15/AlM for solid units. .2 Size: Indicated on drawings. .3 Special Shapes: Provide bull-nosed units for exposed corners. Provide purpose-made shapes for lintels and bond beams. Provide additionai special shapes as indicated. .2 Ashlar Block .1 All exposed interior block is Lightweight Ashlar Block 90 mm high x 390 mm long. .2 An acceptable alternative is to use a 190 mm high x 390 mm long lightweight block with a horizontal scale (or slot) to match the appearance of Ashlar Blocks. The slot (or score) must be covered with pointing mortar to match the appearance of a standard raked joint. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #C12008-7 PART 3 - EXECUTION 3.1 Laying Concrete Block Units 3.2 Concrete Masonry Lintels 3.3 Cleanino 3.4 Partitions .2 .3 Concrete Unit Masonry Section 04220 Page 2 February 11, 2008 .1 Bond: Running bond. .2 Coursing Height: 200 mm for one block and one joint. .1 Ashlar Blocks coursing height 100 mm for one (1) block and one (1) joint. .2 All other blocks 200 mm for one (1) block and one joint. .3 Stack Bond Ashlar Blocks (ail blocks exposed as finish on the interior) are raked joints. .4 Jointing: Ail joints are concave. Inside cavity strike joints flush. Ensure mortar droppings do not fail into cavity. .5 Use builnose block where block is exposed at all outside corners including at doors and windows. .6 Jointing in loadbearing wails: all joints in load bearing masonry to be concave in profile. .1 Instail reinforced concrete block lintels over opening in masonry where steel or reinforced concrete lintels are not indicated. Install steel reinforcement 12 mm clear from the interior of block face and bottom unless noted otherwise. .2 End bearing shail not be less than 200 mm or as otherwise indicated on draWings. Steel reinforcement to extend to at least the end of the lintel bearing. .1 Allow mortar droppings on masonry to partiaily dry then remove by means of trowel, foilowed by rubbing lightly with smail piece of block and finaily by brushing. .1 Carry ail partitions up through ceiling to structure above. Terminate such partitions 19 mm (3/4") below structure and fiil space between top of masonry and structure with elastic packing seal or safing insulation. Co-ordinate bracing to provide lateral support for tops of partitions required to extend to within 19 mm (3/4") of underside of structure where they occur under steel joists and beams, slabs and other structural elements with Division 5. Where walls and partitions are pierced by structural members, ducts, pipes, fiil voids with mortar to within 19 mm (3/4") of such items flush with wall finish. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Concrete Unit Masonry Section 04220 Page 3 February 11, 2008 3.5 Control Joints 3.6 EXDosed Finish .4 Fill spaces between partition and structure, ducts and pipes with elastic packing seal or safing insulation completely from one side of the wall to the other. .1 Provide vertical control joints in interior/exterior walls at a minimum distance of 6 m or closer as specifically shown on Drawings. Confirm locations on site with Architect before installing. .1 Where exposed block is indicated the interior stack bond Ashlar block will be finished walls in the interior. Install accordingly to satisfaction of the Architect. Cut out and replace any damaged or discoloured units. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 1 February 11, 2008 PART 1 - GENERAL 1.0 General 1.1 Descriotion .1 Comply with requirements of Division 1. .1 Refer to the Structural Drawings for member sizes, and location and extent in general. See Architectural Drawings for precise configurations and location and extent of steel members, which relate to Architectural requirements. Refer to Mechanical and Electrical Drawings for their requirements affecting structural steelwork. Refer to Architectural', Mechanical and Electrical Drawings for openings in walls not shown on Structural Drawings requiring loose steellinteis. .2 Coordinate this work with the work of the steel joist supplier. Provide all necessary dimensions and structural steel Shop Drawings to the steel joist supplier for the completion of their work. .3 Work Fabricated, Supplied and Installed .1 Columns, beams, purlins, and girts .2 Bracing .3 Sag rods and hangers .4 Steel framing around roof and floor openings .5 Shelves and supports at columns for deck or slabs .6 Structural steel door frames and sill angles .7 Hoist beams .8 Weldable reinforcing steel bars and dowels attached to structural steel .9 Field connections to concrete and masonry .10 Field connections to existing structure .11 Structural steel for alterations to existing structure .12 Steel Floor Grating .13 Separate column base plates .14 All other steel shown on the structural Drawings, except that which is not connected to the structural steel frame and is to be installed by other trades. .4 Work Fabricated, Supplied but not Installed .1 Anchor bolts .2 Connection assemblies set in concrete .3 Loose angle lintels that bear on concrete or masonry. .4 Shelf plates and wall plates that bear on or are attached to concrete or masonry. .5 All other steel shown on the structurai Drawings, not connected to the structural steel frame, and installed by other trades. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 2 February 11, 2008 1.2 References .1 American Society for Testing and Materials (ASTM) .1 ASTM A36/A36M-04, Specification for Structural Steel. .2 ASTM A53/A53M-99b, Pipe, Steel, Biack and Hot- dipped, Zinc-Coated, Welded and Seamless. .3 ASTM A 108-03, Standard Specification for Steel Bars, Carbon and Alloy, Cold Finished. .4 ASTM A193/A193M-98, Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-Temperature Service. .5 ASTM A 307-04, Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile. .6 ASTM A325-04, Specification for Structural Bolts, Steel. Heat Treated, 120/105 ksi Minimum Tensile Strength. .7 ASTM A 490-97, Specification for Heat Treated, Steel Structural Bolts, 150 ksi (1035 MPa) Tensile Strength. .8 ASTM A570/A570M-96, Specification for Steel, Sheet and Strip, Carbon, Hot-Rolled, Structural Quality .9 ASTM A572/A572M-04, Standard Specification for High- Strength Low-Alloy Columbium-Vanadium Structural Steel. .2 Canadian General Standards Board (CGSB) .1 CAN/CGSB-1.40-97, Primer Structural Steel, Oil Alkyd Type. .2 CGSB 85-GP-14M-78, Painting Steel Surfaces Exposed to Normally Dry Weather. .3 CAN/CGSB-85.100-93, Painting. CAN/CGSB 1 .171 -98, Inorganic Zinc Coating CAN/CGSB I. 181 -99, Ready Mixed Organic Zinc Coating .3 Canadian Institute of Steel Construction (CISC)/Canadian Paint Manufacturer's Association (CPMA). .1 CISC/CPMA 1-73a-1975, Quick-Drying, One-Coat Paint for Use on Structural Steel. .2 CISC/CPMA 2-75-1975, Quick-Drying, Primer for use on Structural Steel. .4 Canadian Standards Association (CSA) .1 CSA-G40.20-98, General Requirements for Rolled or Welded Structural Quality Steel. .2 CSA-G40.21-98, Structural Quality Steels. .3 CSA-G164-M92, Hot Dip Galvanizing of Irregularly Shaped Articles. .4 CSA-S16.1-04, Limit States Design of Steel Structures. .5 CSA-S136-01, North American Specifications for the Design of Cold Formed Steel Structural Members .6 CSA W47.1-03, Certification of Companies for Fusion Weiding of Steel Structures. .7 CSA W48 Series-01, Filler Metals and Allied Materials for Metal Arc Welding. .8 CSA W59-03, Welded Steei Construction (Metal Arc Welding). I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 3 February 11 , 2008 1.3 Submittals .5 .1 Steel Structures Painting Council (SSPC) Submit Shop Drawings including fabrication and erection documents and materials list. .2 Shop Drawings must be reviewed for accuracy and signed by the General Contractor prior to submission to the Consultant. Failure to do so may result in rejection of the Shop Drawings. .3 If required, electronic copies of the Structurai Drawings are available "as-is", and at cost, for use in the preparation of Shop Drawings provided that the title blocks are removed and provided that the Owner and the Owner's Consultants are not held responsible for any errors or omissions on the Drawings. These electronic Drawings are not to be scaled. .4 Provide the office preparing Shop Drawings with a complete set of Contract Drawings and Specifications plus all Addenda and Change Orders. .5 On erection Drawings, indicate all details and information necessary for assembly and erection purposes such as, description of methods, sequence of erection, type of equipment used in erection and temporary bracings. .6 Show on Drawings: material specifications, section splices, types of shop and field connections and net weld lengths. Show orientation of bearing plates on erection Drawings. Show precautions which will be taken to exclude threads from shear planes of bearing type bolted connections (where applicable). Show vent holes required for galvanizing process. .7 In addition to beam designation marks, show beam sizes on erection Drawings. .8 Ensure Fabricator designed assemblies, components and connections, and Drawings are stamped and signed by qualified professional engineer licensed in the province of Ontario. .9 Review of submittals by the Consultant is on a random sampling basis for general conformity with contract documents. It is not a detailed check and must not be construed as relieving the Contractor of responsibility for making the work accurate and in conformity with the Contract Documents. Design for which the contractor is responsible under the contract will not be reviewed. Work done prior to the receipt of the reviewed submittals will be at the risk of the Contractor. Review comments are not authorization for changes to the contract price. .10 Do not release column shop details for fabrication before establishing on site the final elevations of the tops of supporting piers. Newcas~e Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 4 February 11, 2008 1.4 Design and Preparation of Details and Connections .6 .7 .8 .11 Make corrections required by previous review before resubmitting Drawings. Clearly indicate all changes and additions to previous submission. Do not add new details to Drawings which have been stamped as reviewed or reviewed as modified. .1 Design details and connections in accordance with requirements of CSA-S 16.1 and CSA-5136 to resist forces, moments, shears and allow for movements indicated. All connection details must be submitted and must be reviewed by Consultant before any erection of steel starts on site. .2 If connection for shear only (standard connection) is required: .1 Select framed beam shear connections from an industry accepted publication such as "Handbook of the Canadian Institute of Steel Construction". .2 If shears are not indicated, select or design connections to support reaction from maximum uniformly distributed load that can be safely supported by beam in bending, provided no point loads act on beam, or as otherwise indicated on the Drawings. .3 For non standard connections, submit details stamped and signed by qualified professional engineer licensed in Province of Ontario. .4 Pretension all high-strength bolts used in: .1 wind bracing connections; .2 connections where bolts are subject to tensile loadings; .3 connections using oversized or slotted holes unless finger-tight bolts are required to accommodate movement; .4 connections required by CSA S16 to. be pretensioned. .5 Unless otherwise noted on the Drawings, design composite beam connections for an end reaction due to one and a haif times the uniformly distributed load capacity of the member a~ng non-compositely. Where seated beam connections are used, provide top clip angles. Provide all eccentrically loaded spandrel beams with top and bottom flange connections for torsional restraint. Assume that bolt threads are intercepted by shear plane, unless special measures are indicated on Shop Drawings to exclude threads from shear plane. Provide connections designed for a pass-through force equal to the smaller axial force where axial forces occur in beams or other members framing in on opposite sides of a supporting member. Axial force is centred in smaller beam if beam sizes differ. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 5 February 11, 2008 1.5 Architecturally Exoosed Structural Steel .9 .10 .11 .12 .13 .14 .15 .16 .1 .2 Install web and flange stiffener plates at moment connections as required by connection design and detail and where indicated on the Drawings. If the shear generated in column web exceeds its shear capacity, reinforce the web accordingiy. Provide at least one (1) web stiffener plate, not less than 9.5 mm thick, each side of web of beams continuous over columns unless another type of stiffener is shown on the Drawings. Design gusset plates at compression members for the force equivalent to twice the specified compression member force, or provide stiffeners to prevent gusset plate buckling. Provide moment connections at splices to maintain continuity of cranked beams. Provide web stiffeners, not less than 9.5mm thick, each side of web to resist unbalanced flange forces at splices. Complete welded shop connections prior to galvanizing. Where slotted holes are required to accommodate deflection, provide slotted holes iong enough to allow for deflection indicated plus construction tolerance assuming bolts are in centre of slots. Bolts are to be finger-tight with burred threads to allow for movement during life of structure without bolts loosening. Connect new steel members to existing concrete using drilled concrete anchors. Unless shown on the structural Drawings, design anchorages considering edge distances, spacing, and a factor of safety of 4 minimum against failure. Activate wedge type anchors by applying pre-detemnined torque recommended by the manufacturer. Do not field weld at connections with epoxy anchors. Where drilled anchors are shown on the Drawings, but the embedment length is not shown, provide manufacturer's standard embedment length. Make all copes, mitres and cuts in surfaces that are exposed to view with unifomn gaps of 3 mm if shown as open joints or in reasonable contact if shown without gaps. Remove all imperfections which are unsightly. Remove mill and shop marks including manufacturer's identification marks. Remove all temporary attachments and grind smooth. Fill temporary holes with weld metal and grind smooth and flush. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 6 February 11, 2008 1.6 Substitutions 1.7 Site Conditions 1.8 Quality Assurance PART 2 - PRODUCTS 2.1 Materials .2 .1 .3 Provide continuous welding at exposed joints without gaps or fill between discontinuous welds with an epoxy resin filler, acceptable to the Consultant, finished to the same profile as the adjacent weld. Joints shall be weather tight and suitable for painting. .4 Exposed welds shall be smooth. Grind flush all groove and plug welds. .5 Conceal connection bolts where possible. Orient bolts in exposed bolted connections so that bolt heads are all on the more visually important side of the connection. .6 Orient seams in hollow structural sections away from the more visually important sides of the members. .1 Submit all proposals for substitutions to the Consultant in writing in advance of Shop Drawings. Identify each item clearly. Do not proceed with a proposed change unless it is accepted in writing. .2 Substitution of alternative sections will be allowed provided the new members have equal or greater capacity and stiffness and are of dimensions acceptable at proposed locations. .1 Determine any potential interference with existing services and protect from disruption and damage. .1 Submit mill test reports showing chemical and physical properties and other details of steel to be incorporated into work at least four (4) weeks prior to fabrication of structural steel. Mill test reports shall be certified by metallurgists qualified to practice in province of Ontario. Ensure Fabricator of structural steel, in addition, provides a written certification stating that materials and products used in fabrication conform to applicable material and products standards called for by design Drawings and Specifications. Structural steel, unless otherwise noted on the Drawings: .1 W Sections: To CSA-G40.21 Grade 350W .2 HSS Sections: To CSA-G40.21 Grade 350W Class C or ASTM A500 Grade C. .3 Cold Formed Sections: To CSA-S136. .4 Plates, angles, channels, rods and bars: To CSA-G40.21 Grade 300W. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 7 February 11, 2008 2.2 Fabrication .2 .3 .4 .5 .6 .7 .8 .9 .10 .11 .12 .13 .14 .1 .2 .3 .4 Anchor bolts: To ASTM A307, uniess otherwise noted. High Strength bolts, nuts and washers: To ASTM A325. Welding materials: To CSA W59. Hot dip galvanizing: Galvanize steel, where indicated, to CAN/CSA-G164, minimum zinc coating of 600 g/m2. Shear studs: To CSA W59, Appendix H. Weldable reinforcing steel: Weldable steel, grade 400W, deformed bars to CSA G30.18. Stud anchors, headed: ASTM A 108, Grades 1010 through 1020, Fy=345 MPa (50 ksi). Lengths of studs given on Drawings are the lengths after welding. Joint filler for exposed steelwork: Epoxy resin. Shop primer paint for steel receiving finish coat of paint on site: CISC/CPMA 2-75 except no lead-based paints allowed. Shop paint for steel without finish coat: CISC/CPMA 1-73a except no lead-based paints allowed. Zinc-rich primer and touch-up paint: .1 inorganic: CGSB l-GP-171 M, or .2 organic, ready mixed: CAN/CGSB 1.181-92. Ensure compatibility with specified topcoat. Grating: Minimum thickness of material 2 mm. Banded ends. Bolted connections. Capacity 4.8 kPa (100 pst) unless noted otherwise on Drawings. Maximum deflection 1/180th of span. Fabricate structural steel in accordance with CSA-S16.1, CSA-S136 and in accordance with reviewed Shop Drawings. Install shear studs in accordance with CSA W59. Install stud anchors in the shop with end welds in accordance with the recommendations of the stud manufacturer. Lengths of studs given on Drawings are the lengths after welding. Replace studs that crack in the weld or shank. Provide 16 mm diameter weep holes at base of all HSS columns which are not made watertight. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 8 February 11, 2008 2.3 Lintels 2.4 Built-Uo Members .1 .2 .3 .5 Provide vent holes in HSS sections where required for galvanizing process. Holes are not to exceed 16 mm diameter and are to be located so that any water inside HSS will drain away when HSS is in its final position. After galvanizing, fill vent holes with weld material, grind smooth and touch-up with two coats of zinc-rich paint. .6 Continuously seal members by continuous welds. Grind smooth. .7 Provide holes in structural steel members where required for attachment of wood nailers. .8 Rod bracing, where specified, must be pre-tensioned by the provision of threads and nuts at least one end, or the inclusion of a suitable turnbuckle. .9 Provide 1.6 mm draw on diagonal bracing for each 3 m length. .1 Structural Drawings do not show all lintels required. Refer to lintel Notes and Typical Details on the Drawings. Refer to Architectural, Mechanical and Electrical Drawings for locations of all openings requiring lintels. .2 Provide lintels with a minimum of 200 mm bearing at each end but not less than the depth of any specified bearing plate. .3 Weld or bolt together multiple member lintels. Provide spacers if separated. If angle seats are at different elevations provide steel packing. .4 Connect ends of suspended lintels to the structure and/or build into masonry to. provide adequate restraint. .5 Connect ends of steel lintels to columns where openings are adjacent to columns. Provide separators at not more than 1200 mm centres in double beams and channels unless the members are welded toe to toe. Connect together axially loaded built-up members in accordance with the requirements of CSA S16.1. In addition, compression members for trusses and bracing shall be interconnected at least at the one-third points. Connect cover plates of built-up members by welds which develop the capacity of the built-up member. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 9 February 11, 2008 2.5 Plates and Anchors 2.6 Supports at Columns and Edoes of Deck 2.7 Shop Painting and Galvanizlno .1 Provide bearing plates at all beams bearing on walls. .2 Provide beams bearing on walls which continue above with standard wall anchors, unless otherwise noted on the Drawings. .3 Anchor roof beams to supporting walls with a minimum of two 16 mm diameter x 380 long anchor bolts, unless otherwise noted on the Drawings. .4 Weld beams to bearing plates unless otherwise noted on the Drawings. .5 Where bearing plate sizes are not noted on the Drawings, design bearing plates for a maximum factored bearing pressure of 1.65 MPa on masonry and 7.5 MPa on concrete. .6 Set beam bearing plates 10 mm back from edge of support. Extend beams for full length of bearing plates. .7 .1 Provide cap plates at tops of columns where required for support of deck, slab, joists or beams. .2 Provide angles or stiffened plates at sides of columns where required for support of deck or slab. .3 Provide seat angles for support of masonry lintels above openings adjacent to columns. Unless otherwise noted on the Drawings, provide 76 x 76 x 9.5 steel angles attached to sides of columns. Length of seat to equal width of lintel minus 25 mm. .4 Provide outriggers as required to support trimmer angles at edges of steel deck. .1 Clean, prepare surfaces and shop prime structural steel in accordance with CSA-S16.1, CSA-S136, and/or CAN/CGSB-85.100, except where members to be encased in concrete. .2 Surface preparation in shop for paints shall be as follows: .1 Shop paint CISC/CPMA 1-73a: Clean off all grease and oil to SSPC SP1 and remove all loose rust, loose scale, dirt, weld flux, etc. by any suitable method. .2 Shop primer paint CISC/CPMA 2-75: Clean off all grease and oil to SSPC SP1. Clean steel to SSPC SP7 Brush- Off Blast Cleaning. .3 Zinc-rich primer paint and intumescent paint: Clean off all grease and oil to SSPC SP1. Clean steel to SSPC SP6 Commercial Blast Cleaning, to an average surface profile of 0.04 mm or more. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 10 February 11, 2008 .9 .10 .11 .3 Apply one coat of shop paint in shop to all steei surfaces, except: .1 Surfaces to be encased in concrete. .2 Surfaces to receive field installed stud shear connections. .3 Surfaces and edges to be field welded. .4 Faying surfaces of friction-type connections. .5 Below grade surfaces in contact with soil. .6 Members to receive a finish coat of paint on site for which a CISCICPMA 2-75 shop primer is required .7 Members to receive intumescent paint on site for which a compatible shop primer is required. .8 Galvanized members. .9 Surfaces encased in or in contact with cast-in-place concrete including top flanges of beams supporting slabs .10 Surfaces to receive spray fireprOOfing .4 Unless otherwise noted, apply one coat of shop primer paint (CISC/CPMA 2-75) in the shop for steel to receive a finish coat of paint on site. Unless otherwise noted, apply one coat of compatible primer paint in the shop for steel to receive intumescent paint on site. .5 .6 Only paints tested to ASTM E736 and approved by the spray fireproofing supplier may be used for steel which will receive spray fireproofing. .7 Apply galvanizing to all structural steel located outside of the building's the vapour barrier, including: .1 Hangers in exterior walls .2 Lintels in exterior walls .3 Exposed exterior steel members .4 Other steel noted on the Drawings. .8 When weiding after galvanizing is in place, grind away galvanizing at areas to be welded. Touch up with two coats of zinc-rich paint. Apply primer paint to architecturally exposed surfaces without runs or sags. Sand down and repaint areas not acceptable to the Consultant. Apply touch-up paint after erection to all areas which have been missed, field welded, scraped or chipped using the same paint as the shop coat or primer. Clean surfaces down to bare metal and apply two coats of zinc- rich touch-up paint to any galvanized surface, which has been damaged or field welded, and which is accepted by the Consultant as being capable of repair without galvanizing. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 11 February 11, 2008 PART 3 - EXECUTION 3.1 General 3.2 Review of Construction .12 .2 .3 Clean and prepare surfaces of bolts, which will receive a finished coat of paint in the same manner as the connected steelwork. .13 Apply paint under cover, on dry surfaces when surface and air temperatures are above 50C. .14 Maintain dry condition and 50C minimum temperature until paint is thoroughly dry. .15 Strip paint from bolts, nuts, sharp edges and corners before prime coat is dry. .1 Structural steel work: in accordance with CAN/CSA-516.1 and CAN/CSA-S136. Welding: in accordance with CSA W59. .2 .3 Companies to be certified under Division 1 or 2.1 of CSA W47.1 for fusion welding of steel structures and/or CSA W55.3 for resistance welding of structural components. .1 Construction reviews are undertaken by the Consultant and the Inspection and Testing Agency so that the Owner may be informed as to the quality of the Contractor's performance and for the protection of the Owner. They will be carried out by review or examination of representative samples of the Work. The performance of the contract is not the Consultant's responsibility, nor is the Consultant responsible for ensuring that deficiencies noted are satisfactorily rectified. The Contractor is solely responsible for quality control, for adequately addressing all deficiencies in the work and for ensuring that the persons carrying out the work are qualified, and suitably accredited where applicable, to carry out the tasks they have been assigned. The Contractor will receive copies of the construction review reports and the results of material tests. He will thereby be informed of any defects or deficiencies found. Bring to the attention of the Consultant, any defects or deficiencies in the Work, which may occur during construction together with a proposal for remedy. The Consultant will decide what corrective action may be taken and will issue the necessary instructions. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 12 February 11, 2008 3.3 Connection to Existina Work 3.4 Field Measurements 3.5 Markina 3.6 Erection .6 .7 .8 .1 Verify dimensions and condition of existing wark, report any discrepancy and potential problem areas to Consultant for direction before commencing fabrication. .1 Make field measurements necessary to ensure the proper fit of members. .2 Identify on Shop Drawings dimensions which have been obtained by field measurement. .1 Mark materials in accordance with CAN/CSA-G40.20. Do not use die stamping. If steel is to be left in unpainted condition, place marking at locations not visible from exterior after erection. .2 Match Marking: Shop mark for fit and match. .1 Erect structural steel, as indicated and in accordance with CAN/CSA-S16.1, CAN/CSA-S136 and in accordance with reviewed erection Drawings. Field cutting or altering structural members: to approval of Consultant. .2 .3 Clean with mechanical brush and touch up shop primer to bolts, rivets, welds and bumed ar scratched surfaces at completion of erection. .4 Continuously seal members by continuous welds where Indicated. Grind smooth. .5 Make adequate provision for all loads acting on the structure during erection. Provide erection bracing to keep the structure stable, plumb and in true alignment during construction. Bracing members or connections shown on the Structural Drawings are those required for the completed structure, and may not be sufficient for erection purposes. Such additional erection bracing as may be required is the responsibility of the Contractor. Column base plates and beam bearing plates shall be grouted as soon as steelwork is completed. Do not add load on steelwork until grouting is completed and grout strength has reached at least 20 M pa. Do not make permanent connections until as much of the structure as will be stiffened thereby has been properly aligned. Do not weld in an ambient temperature below -17 degrees C. Preheat material adjacent to welding areas when ambient temperature is between -17 degrees C and +40 degrees C. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 13 February 11, 2008 3.7 Drilled Anchors 3.8 Susoended Loads 3.9 Field Quality Control .1 Conform to requirements of manufacturer. Use hammer drill to make holes in concrete or grouted masonry, but turn off hammer when drilling masonry with voids. Hole diameters must never exceed those specified by the anchor manufacturer. Tighten all expansion anchors using a torque wrench unless finger-tight is required by the Drawings to allow for movement. Unless otherwise noted on Drawings, provide manufacture~s standard embedment length into solid concrete. .2 Do not cut reinforcement to accommodate anchors. Relocate anchors, at no extra cost to the Contract, when obstructions prevent drilling holes to required depth in locations specified. .3 Obtain Consultant's approval of new location before drilling hole. Fill all abandoned holes with grout. .1 Do not overstress members supporting suspended loads. Hanger loads shall not exceed one kN (220 pounds), uniess otherwise Indicated on the Drawings. Loads from mechanical and heavy electrical services suspended from the steelwork shall not exceed the load allowance provided for such services and shall be distributed uniformly. Prevent torsion from hangers connected to beams by alternating their positions on either side of members. Do not apply twisting loads to joists and make attachment using U-bolts with double hangers or other devices that will centre the hanger load on the joist. Loads shall only be suspended directly at the panel points of joists, unless the chords of the joists have been specifically designed to support the concentrated loads. .2 Steel Beams: Vertical loads must be applied so that they do not cause twisting of the beams or excessive bending of the flanges. Lateral loads are not to be applied to beams unless approved in writing by the Consultant's structural engineer. .1 Inspection and testing of materials and workmanship will be carried out by testing agency designated by Consultant. .2 Provide safe access and working areas for testing on site, as required by testing agency and as authorized by Consultant. .3 Submit test reports to Consultant within 7 days of completion of inspection. .4 Test shear studs in accordance with CSA W59. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Structural Steel Section 05121 Page 14 Febnuary 11, 2008 3.10 Reiection of Work .1 Do not deliver to the site materials, which are known not to meet the requirements of the Specifications. If rejected after delivery, remove immediately from site. .2 Where review reveals materiais or workmanship which appear to have failed to meet the specified quality or tolerances, the Consultant shall have the authority to order tests made of materials; to order detailed field surveys and measurements; to order a structural analysis of the existing elements and to load test the structure. All such Work will be carried out in order to assist in detennining whether the structure may, in the opinion of the Consultant, be accepted, with or without strengthening or modification. Testing shall meet the requirements of The Ontario Building Code. All expense incurred shall be chargeable to the Contractor regardless of the results. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Joists Section 05210 Page 1 February 11 , 2008 PART 1 - GENERAL 1.0 General 1.1 Reference Standards 1.2 Design of Steel Joists and Sridoina 1 .3 Shoo Drawinas PART 2 - PRODUCTS 2.1 Materials .1 .2 .3 .1 Conform to requirements of Division 1 as applicable. .1 The Section refers to the following publications and where such reference is made it shall be to the edition listed below, including all amendments published thereto: .1 CAN/CSA-S16.1-94, limit States Design of Steel Structures. .2 CSA W59-1989, Weided Steel Construction. .3 CSA G40.21-M92, Structural Quality Steel. .2 Do work in accordance with CAN/CSA-S16.1, except where specified otherwise. .3 Do welding in accordance with CSA W59 except where specified otherwise. .1 Design steel joists and bridging to carry loads indicated on DraWings in accordance with CAN/CSA-S16.1. .1 Submit Shop Drawings in accordance with Section 01001 of the Specifications. .2 Drawings containing non-standard connections and details shall bear the signature and stamp of a qualified professional Engineer registered in the Province of Ontario. .3 Indicate joist spacing, bridging lines, bearing and anchorage details, framed openings, accessories, schedule of materials, depth, camber and loadings. Structural steel: To CAN/CSA-G40.21. Welding materials: To CSA W59. Shop paint primer: To CGSS 1-GP-40M. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Joists Section 0521 0 Page 2 February 11, 2008 2.2 Fabrication 2.3 Shoo Paintino PART 3 - EXECUTION 3.1 Erection 3.3 Field Paintina .1 Fabricate steel joists and accessories in accordance with CAN/CSA-S16.1. .2 Weld in accordance with CSA W59. .3 Provide top and bottom chord extensions where indicated or required. .4 Provide holes in flanges for attachment of wood nailers or miscellaneous metal where required. .1 Clean, prepare surface and shop prime steel to CAN/CSA-S16.1. .1 Erect steel joists and bridging as indicated in accordance with CAN/CSA-S16.1, the structural Drawings and with the reviewed Shop Drawings. .2 Obtain written permission from Consultant prior to field cutting or altering joists or bridging. .3 Clean and touch up shop primer to bolts, welds, burned or scratched surfaces at completion of erection. .4 Minimum joist bearing on masonry and concrete shall be 90 mm unless noted otherwise. Minimum joist bearing on steel supports shall be 65 mm, unless noted otherwise. .1 Touch up shop primer to bolts, welds, burned or scratched surfaces at completion of erection. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 0531 0 Page 1 February 11 , 2008 PART 1 - GENERAL 1.0 General 1.1 Descrialion 1 .2 References .1 Comply with requirements of Division 1. .1 Work Included .1 Steel roof deck .2 Steel fioor deck .3 Sheet metal edge forms for concrete .4 Hole and edge reinforcing fastened to deck .5 Holes for other trades .6 Sheet metal strips fastened to deck at ridges, valleys, gaps and changes in deck direction .7 Closures .8 Shear stud connectors for all composite steel beams .9 Other sheet metal items noted on the Structural Drawings to be provided by this Section. .1 Canadian Standards Association (CSA) .1 CAN/CSA-S16.1-04, Limit States Design of Steel Structures. .2 CSA-5 136-01, North American Specifications for the Design of Cold Formed Steel Structural Members .3 CSA W47.1-Q3, Certification of Companies for Fusion Welding of Steel Structures .4 CSA W48-01. Filler Metals and Allied Materials for Metal Arc Welding .5 CSA W59- 03, Welded Steel Construction, (Metal Arc Welding). .2 Canadian General Standards Board (CGSB) .1 CAN/CGSB-1.181-92, Ready-Mixed Or9anic Zinc-Rich Coating. .3 American Society for Testing and Materials (ASTM) .1 ASTM A653/A653M-OO , Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. .2 ASTM A7921A792M-03, Specification for Steel Sheet, 55%Aluminum-Zinc Alloy-Coated by tlhe Hot-Dip Process. .4 Canadian Sheet Steel Building Institute (CSSBI) .1 CSSBI 12M-96, Standard for Composite Steel Deck. .2 CSSBI 10M-96, Standard for Steel Roof Deck. .3 CSSBI B13-91, Design of Steel Deck Diagrams. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 05310 Page 2 February 11, 2008 1.3 Design Reauirements .1 Design steel roof deck using limit states design in accordance with CSAS136 and CSSBI10M. .2 Design composite steel deck using limit states design in accordance with CSA S136 and CSSBI12M. .3 Steel deck and connections to steel framing to carry dead, live and other loads including lateral loads, diaphragm action, composite deck action, and uplift as indicated. .4 Deflection of steel deck at floors under specified live load not to exceed 1/360 of span. .5 Deflection of steel roof deck under specified live load not to exceed 1/240 of span, except that when plaster or gypsum board ceilings, or other rigid finishes, are hung directly from deck, live load deflection not to exceed 1/360 of span. .6 Design deck profiles for indicated loads in accordance with CSA S136. Section depths and minimum steel thicknesses are shown on the Drawings. Deck to have interlocking male and female side laps. .7 Design deck for indicated diaphragm action, including deck thickness, anchorage and side laps, in accordance with CSSBI "Design of Steel Deck Diaphragms" and Hilti Product Technical Guide (for Powder Actuated Fasteners). If no diaphragm shear is indicated on Drawings, design deck for shear of 5.0 kN/m. .8 Composite steel beams: When shear studs are required between the slab above the deck and the supporting beam, the average width of the concrete rib shall be at least 2.5 times the height of the deck for 38 mm deep steel deck and 2.0 times the height of the deck for 76 mm deep steel deck, and the rib spacing, centre to centre, shall be 150 mm for 38 mm deep steel deck and 300 mm for 76 mm deep steel deck. .9 Deck profiles and welding shall, in addition to the requirements of this Section, satisfy the requirements of any Fire Rated Assembly Design specified for the Project. .10 Make sections continuous over 3 spans or increase thickness of material to give the equivalent stiffness and strength of a 3-span deck. .11 Design anchorage of roof deck steel to resist net factored uplift forces of 3 kPa (63 pst) on cantilevers and at all roof corners (6m x 6m areas) and 2 kPa (42 pst) elsewhere on 3m wide strip around perimeter of all roof areas, but not less than that shown on the Drawings or required by Factory Mutual. Increase minimum welding specified under Erection if necessary. I I I I I I I I I I I I I I '. I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 05310 Page 3 February 11, 2008 1 .4 Submittals .12 Provide side lap connections, which distribute vertical loads between panels and also horizontal loads when acting as a diaphragm. .1 Submit Shop Drawings erection and shoring Drawings. Submit Drawings stamped and signed by qualified professional engineer registered or licensed in the Province of Ontario, Canada. .2 Provide the office preparing Shop Drawings with a complete set of Contract Drawings and Specifications plus all Addenda and Change Orders. .3 Shop Drawings must be reviewed for accuracy and signed by the General Contractor prior to submission to the Consultant. Failure to do so may result in rejection of the Shop Drawings. .4 If required, electronic copies of the Structural Drawings are available "as-is", and at cost, for use in the preparation of Shop Drawings provided that the title blocks are removed and provided that the Owner and the Owner's Consultants are not held responsible for any errors or omissions on the Drawings. These electronic Drawings are not to be scaled. .5 Indicate deck plan, profile, dimensions, base steel thickness, metallic coating designation, connections to supports and spacings, projections, openings, reinforcement details and accessories. .6 Show sheet lengths, inverted deck locations, and the layout of stud connectors for each composite beam. .7 Indicate details of temporary shoring of steel deck receiving a concrete siab topping, such as location, time and duration of placement and removal of shoring. .8 Make corrections required by previous review before resubmitting Drawings. Do not add new details to Drawings which have been reviewed. .9 Review of submittals by the Consultant is on a random sampling basis for general conformity with contract documents. It is not a detailed check and must not be construed as relieving the Contractor of responsibility for making the work accurate and in conformity with the Contract Documents. Design for which the contractor is responsible under the contract will not be reviewed. Work done prior to the receipt of the reviewed submittals will be at the risk of the Contractor. Review comments are not authorization for changes to the contract price. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 05310 Page 4 February 11, 2008 PART 2 - PRODUCTS 2.1 Materials 2.2 Twes of Deckino .10 Keep on site at all times a set of reviewed Shop Drawings and use only these Drawings and the Structural Drawings to place steel deck. Neatly and clearly mark on the Structural Drawings changes issued during the course of construction. .1 Zinc-iron Alloy (ZF) coated steel sheet: To ASTMA653/A653M structural quality Grade 230, with ZF75 coating, for interior surfaces not exposed to weather, 0.76 mm minimum base steel thickness, unless otherwise noted. .2 Zinc (Z) coated steel sheet: To ASTMA653/A653M structurai quality Grade 230, with Z275 coating, for exterior surfaces exposed to weather, and for interior surfaces in areas of high humidity, 0.76 mm minimum base steel thickness, unless otherwise noted. .3 Decks to be painted: Zinc-iron alloy coated decks suitable for finish painting. .4 Closures: In accordance with manufacturer's recommendations. .5 Cover plates, cell closures and flashings: Steel sheet with minimum base steel thickness of 0.76 mm. Metallic coating same as deck material. .6 Stainless steel fasteners for galvanized deck: Type 300 series, no. 12 dia., stainless steel, EPDM bonded washer, hex head, self- tapping screws in pre-drilled holes. .7 Powder-actuated fasteners: Hilti Decking Fastening System. .8 Stud shear connectors, headed: ASTM Al08, Grades 1010 through 1020, Fy=345 MPa Lengths of studs given on Drawings are the lengths after welding. Primer: Zinc rich, ready mix to CAN/CGSB-1.181. .9 .1 Composite Steel Deck: Non-cellular, embossed fluted profile, interlocking side laps, 0.76mm minimum thickness, 38 mm deep profile, unless indicated otherwise on the structural Drawings. .2 Roof Deck: Non-cellular, interlocking side laps, 0.76 mm minimum thickness, 38 mm deep profile, unless indicated otherwise on the structural Drawings. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 05310 Page 5 February 11, 2008 2.3 Accessories 2.4 Openings and Penetrations PART 3 - EXECUTION 3.1 General .3 Acoustic Steel Roof Deck: 0.76 mm minimum base steel thickness, 38 mm maximum deep profile, non-cellular, perforated on vertical face of flutes, interlocking side laps, unless indicated otherwise on the structural Drawings. .1 Provide all required edge stiffeners, closures, reinforcing sheet steel plates and flashing. .2 Reinforce edge of free spanning deck with channel shaped closure fitted to edge and fastened to deck, unless otherwise indicated. Provide flashing at columns and points of discontinuity to prevent leakage of cement paste when concrete is placed over deck. .3 Provide edge forming for concrete slabs over deck. Fasten to deck. .1 The Structural Drawings do not show all openings required. Refer also to Architectural, Mechanical, and Electrical Drawings. .2 Cut all openings required to carry out Work shown on these Drawings. .3 For reinforcing of roof deck openings refer to Typical Details, this Specification, and to the CSSBI Specifications. .1 Structural Steel Work: In accordance with CAN/CSA-S136, CSSBI10M and CSSBI12M. .2 Welding: In accordance with CSA W59, except where specified otherwise. .3 Companies to be certified under Division 1 or 2.1 of CSA W47.1 for fusion welding of steel and/or CSAW55.3 for resistance welding. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 0531 0 Page 6 February 11 , 2008 3.2 Review of Construction 3.3 Field Measurements 3.4 Erection .1 Construction reviews are undertaken by the Consultant and the Inspection and Testing Agency so that the Owner may be informed as to the quality of the Contracto~s performance and for the protection of the Owner. They will be carried out by review or examination of representative samples of the Work. The performance of the contract is not the Consultanfs responsibility, nor is the Consultant responsible for ensuring that deficiencies noted are satisfactoriiy rectified. The Contractor is solely responsible for quality control, for adequately addressing all deficiencies in the work and for ensuring that the persons carrying out the work are qualified, and suitably accredited where applicable, to carry out the tasks they have been assigned. .2 The Contractor will receive copies of the construction review reports and the results of material tests. He will thereby be informed of any defects or deficiencies found. .3 Bring to the attention of the Consultant, any defects or deficiencies in the Work, which may occur during construction together with a proposal for remedy. The Consultant will decide what corrective action may be taken and will issue the necessary instructions. .1 Make field measurements necessary to ensure the proper fit of members. .2 Identify on Shop Drawings dimensions, which have been obtained by field measurement. .1 Erect steel deck as indicated and in accordance with CSA S136, CSSBI 10M and CSSBI 12M and in accordance with reviewed erection Drawings. .2 Carry out erection using only the forces of the steel deck fabricator unless written permission is obtained from the Consultant prior to the close of Bids to sublet the erection. .3 Do not hang concentrated loads from the steel deck. Attach hangers, which support services to the steelwork. .4 Butt Ends: To 1.5 to 3 mm gap. Install steel cover plates over gaps wider than 3 mm. .5 Lap Ends: To 50 mm minimum. .6 Prior to concrete placement, steei deck to be free of ice, snow, soii, debris, standing water, loose mii scale and other foreign matter. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 05310 Page 7 February 11, 2008 .7 Temporary shoring, if required, to be designed to support construction loads, wet concrete and other construction equipment. Do not remove temporary shoring until concrete attains 75% of its specified 28 day compression strength. .8 Locate a rib of deck directly over perimeter steel beams spanning parallel to deck and at same elevation as underside of deck. Weld deck to these beams at 500 mm (18") centres. Reduce spacing as required for diaphragm action. .9 Weld deck flutes to supports with arc spot welds of 20 mm nominal visible diameter (minimum effective diameter of 12mm). Place welds In alternate flutes. In addition, place two welds in flutes were side laps are made, one each side of lap. Place welds in every flute where required for uplift or diaphragm action. .10 Connect maie and female side laps by welding or mechanically interlocking with a button punch at 600 mm (24") centres maximum including at supports. Reduce spacing as required for diaphragm action. .11 Increase deck welding specified elsewhere if necessary to satisfy the requirements of any Fire Rated Assembly Design specified for the Project. Fasten stud shear connectors to composite beams by welding to beams, through deck where necessary, with a full 360 degrees weld capable of developing 120% of the shear values listed in CAN/CSA S 16. Procedures shall conform to the recommendations of the stud manufacturer. Replace studs that crack in the weld or shank. .12 .13 Inspect all surfaces of deck after erection and touch-up with zinc- rich paint where protective coating has been scratched or damaged. Minimum thickness 0.06 mm (2.5 mils). .14 Powder-actuated fasteners may be used instead of welding providing that the Shop Drawings submitted for review show the powder- actuated fasteners and include design for diaphragm shear using these fasteners. It is not acceptable to use powder actuated fasteners if other type of fastening is specified on the reviewed Shop Drawings. .15 Where deck slopes steeply, stainless steel fasteners may be substituted for welding of deck to supports. .16 Galvanized Deck: Substitute stainless steel fasteners for welding for the connection of all prefinished deck and galvanized deck to supports. Mechanically interlock side laps. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Deck Section 05310 Page 8 February 11, 2008 3.5 Closures 3.6 Openings, Penetrations and Areas of Concentrated Loads 3.7 Connections 3.8 Reiection of Work .1 Install ciosures in accordance with reviewed details. .1 No reinforcement required for openings cut in deck which are smailer than 150 mm square. .2 Frame deck openings with anyone dimension between 150 to 300 mm as recommended by deck manufacturer, except as otherwise indicated. .3 For deck openings with anyone dimension greater than 300 mm and for areas of concentrated load, reinforce in accordance with structural framing details, except as otherwise indicated. Provide a minimum L102x102x6.4 around openings, unless otherwise indicated. .1 Install connections in accordance with CSSBI recommendations and as indicated. .1 Do not deliver to the site materials, which are known not to meet the requirements of the Specifications. If rejected after delivery, remove immediately from site. .2 Where review reveals materiais or workmanship which appear to have failed to meet the specified quality or tolerances, the Consultant shall have the authority to order tests made of materials; to order detailed field surveys and measurements; to order a structural analysis of the existing elements and to load test the structure. All such Work will be carried out in order to assist in determining whether the structure may, in the opinion of the Consultant, be accepted, with or without strengthening or modification. Testing shall meet the requirements of the Ontario Building Code. All expense incurred shall be chargeable to the Contractor regardless of the results. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAl 1.1 Generai Reouirements 1.2 Scooe of Work 1.3 Related Sections 1.4 References 1.5 Svstem Descriotion Wind Loading Bearing Steel Stud Systems Section 05411 Page 1 February 11, 2008 .1 Conform to requirements of Division 1 as applicabie. .1 Major components are: .1 The parapets in several locations. Review Architectural Drawings carefully for extent. .2 Exterior back up walls for masonry veneer and metal siding where shown. Refer to Architectural Drawings for extent. .2 Refer to all Drawings for the full scope of work. .1 .2 Concrete Block: Division 4. Interior Steel Studs: Section 09111. .3 Gypsum Board: Section 09250. .4 .5 Aluminum Curtainwall: Section 08520. Prepainted Steel Siding: Section 07410. .1 National Building Code of Canada .2 Ontario Building Code .3 CGSB 1-GP-181M .4 .5 CAN3-S136-M84 CSA W47.11983 .6 ASTM A446 ANSI/AWAD1.3 .7 .8 Lightweight steel framing design manual (CSSB1 51 M-91), July 1991. .1 Design Requirements .1 Have work of this Section designed by a professional Engineer licensed to design structures and registered in the Province of Ontario. .2 Design metal stud exterior wall system to resist pressure and suction of wind as required by The Ontario Building Code. Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Wind Loading Bearing Steel Stud Systems Section 05411 Page 2 February 11, 2008 1.6 Submittals .3 Design shall be based on limit states design principles using factored loads and resistances. .4 Deflection (inward and outward) shall not be greater than 1n20 of the span between points of support. .5 Resistance strength and resistance factors shall be determined in accordance with applicable building code and CAN3-S136. .6 Construct work to provide for expansion and contraction of components as will be caused by ambient temperature range without buckling, failure or joint seals, undue stress on fasteners or other effects detrimental to appearance or performance. .7 Section properties shall be computed on the basis of the nominal core thickness. .8 Design bridging to prevent member rotation and member translation perpendicular to the minor axis. Provide for secondary stress affects due to torsion between lines bridging. Space horizontal bracing maximum 1200 mm o.c. .9 Design metal stud exterior wall system to support window, door and louvre loads and superimposed loads transferred from cladding and include for design of support and attachment components between window, door and louvre assemblies and stud system. Responsibility for design of exterior wall loads transferred from other envelope components is part of the work of this Section. .1 Shop Drawings .1 Provide Shop Drawings in accordance with Section 01001. .2 Shop Drawings shall bear the professional stamp and signature of a professional Engineer license to design structures and registered in the Province of Ontario. .3 Shop Drawings as a minimum will detail ail the different building conditions indicating gauge, corrosion protection, bracing, provisions for building movement, connections to other building materials and systems and framing of all openings. .2 Test Reports .1 Submit, if requested, certified copies of mill reports covering chemical and mechanical properties and coaling designation of steel used in this work. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Mun icipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Wind Loading Bearing Steel Stud Systems Section 05411 Page 3 February 11, 2008 1.7 Mock-Up 1.8 Delivery, Storage and Handlino 1.9 Air Barrier PART 2 - PRODUCTS 2.1 Materials .4 .1 Construct on project, mock-up of typical instaliation of metal stud exterior wall system provided under work of this section, complete with bracing and bridging in accordance with reviewed Shop Drawings for review before proceeding with the remainder of the installation. Location and size of sample installation to be as directed by the Consultant. .2 Coordinate work of sample installation with related work of other Sections. .3 Adjust sample installation as required to gain acceptance. Accepted work may form a part of final installation. All work shall match accepted sample installation. .1 Handle. and store materials in such a matter that no damage will be done to materials or to work of other sections. Store units off the ground and protected from mud and rain spiashes. .2 Deliver materials in original, unopened containers or bundles stored in a place providing protection from damage an exposure to exterior elements. .1 Continuity of the air barrier is critical. .2 Participate in planning and coordination meetings called by General Contractor. .3 Supply and install air barrier membrane and solid back up as required to ensure continuous and effective air barrier where work of different sections joins together. .1 Metal Framing Members: Structural properties compieted, CAN3-5136-M84 cold formed steel structural members. .2 All Structural Components: Coated to ASTM A446 steel sheet, zinc coated (galvanized) by continuous hot dip process. Structural quality having minimum coating of Z275 galvanizing. .3 Metal Studs: CAN/CGSB-7.1-M86 cold formed steel framing components. Exterior Walls: Studs and tracks of galvanized steel minimum 1.22 mm (0.047"), 18 gauge thick, 152 mm (6') deep with 33.35 mm (1.313") flanges as manufactured by Bailey Metal Products Ltd. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Wind Loading Bearing Steel Stud Systems Section 05411 Page 4 February 11, 2008 2.2 Fabrication .5 Sheet Metal Screws: Minimum coating thickness shall be 0.008" or be cadmium plated. Other coatings providing equal or better corrosion protection may be considered by the Consultant. .6 Zinc-rich Paint: CGSB 1-GP-181M .7 Exterior Sheathing: Dens-glass Goid Sheathing by Georgia Pacific, thickness 16 mm., Type X where indicated. .8 Fasteners for Sheathing: #8 x 50 mm (2") drill pointed screws. 10 mm (3/8") pan head screws. All fasteners shall be galvanized. .9 Sill Gasket: Lightweight multi-cellular closed cell polyethylene foam; 26 mm thick ethafoam 221 by Dow Chemicai Inc. or approved equal. .10 Telescoping Track: 2 tract system, inner and outer tracks providing deflection to 35 mm. Permitted aiternate, slotted leg track by Bailey Metals Ltd. Gauge of track to match gauge of studs. .11 Through the knock out bridging channels and angle clips for screw application, sized to suit structural requirements. Gauge to match studs. Maximum 1200 mm o.c. horizontally. .12 Sheathing: Denslcad 12 mm thick. .13 Air barrier membrane Blueskin AC by Bakor or Perma Barrier Hood by Grace Construction Products. Use manufactured adhesive designed for this application. .1 Do not start fabrication until shop erection Drawings have been reviewed. .2 Insofar as practical, execute filling and assembly in shop with various parts or ~ssemblies ready for erection at the building site. Provide cutouts centred in webs of members to accommodate services. Limit dimensions of unreinforced cutouts to suit design requirements and effects on the strength and stiffness of members. .3 Take field measurements and levels required to verify or suppiement those shown on Drawings for the project iayout and installation of work. Coordinate dimensional tolerances in adjacent building elements and coordinate before the commencement of work. Locate steel cross bracing, column box plates etc. and accommodate within the steel stud design and installation. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 3 - EXECUTION 3.1 Examination 3.2 Erection Wind Loading Bearing Steel Stud Systems Section 05411 Page 5 February 11, 2008 .4 Accurately machine file and fit frames rigidly together at all joints, comer and mitres. Match components carefully to produce continuity of line and design. .5 Reinforce steel stud framing system and assemblies as necessary to meet specified design requirements and installation shown. All reinforcing shall be securely anchored to horizontal and vertical members by approved positive mechanical means. .6 Make all planes true and corners square and sharp. Provided concealed clips for fastening plate and bridging assemblies in place. .1 Before commencing installation, examine work of other sections to which work to this section will be attached. .2 Ensure that openings and recesses to receive work of this section are within acceptable tolerances. Proceed with installation only after all structural defects area corrected, permanent connections are completed and supporting structure is straight and plumb. .3 Commencement of installation shall indicate acceptance of the work of other sections upon which work of this section depends. .1 General .1 Erection shall conform to reviewed Shop Drawings. Erect all work plumb, true and in proper alignment and relationship to established lines and grades. Modifications required to accommodate as-built conditions (other than minor dimensional changes) shall be submitted for review. .2 Lay sill gasket under bottom track. Position gasket flush with exterior wall face. .3 Locate studs at 400 mm (16') o.c. maximum, with double studs each side of all openings. .4 Allow 16 mm (5/8') minimum at top of studs for anticipated floor slab deflection. .5 .6 Install bridging between studs at not over 1220 mm o.c. Connections between light weight steel framing members Shall be by bolts or sheet metal screws. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Wind Loading Bearing Steel Stud Systems Section 05411 Page 6 February 11 , 2008 3.3 Exterior Sheathina .7 Steel screws shall equal or exceed the minimum diameter indicated on Shop Drawings. .8 Penetration beyond joined materials shall be not less than three (3) exposed threads. .9 Thread types and drilling capability shall conform to manufacturer's recommendations. .10 Mechanically fasten track and clip angles to concrete slab and steel frame members by drill-in fastenings at not over 800 mm (32') o.c. Bear cost of repair satisfactory to the consultant of concrete chipped by drilling or fixing operations. .11 Secure studs to top and bottom track with minimum #8 x 12 mm (1/2') long screws through each fiange. .1 Apply exterior insulation sheathing board: Denslcad, as shown, to metal stud with specified screws: erect exterior sheathing board vertically and butt joints loosely with maximum gap of 3 mm (1/8"); space screws minimum 200 mm (8") staggered along abutting edges. Start screwing the boards in central portion and work toward edges and ends. Do not drive screws closer than 10 mm (3/8") from edges and ends of board. .2 Install to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 General 1.2 Related Work 1.3 References .8 .9 Miscellaneous Metals Section 05500 Page 1 February 11, 2008 .1 Comply with requirements of Division 1 as applicable. .1 Installation of Anchors Section 03300 Cast-in-Place Concrete Section 04160 Masonry Reinforcing and Connectors .2 Installation of Steel Angle Lintels Section 04050 Masonry Procedures .3 Structural Steel Section 05121 Structural Steel .4 Finish Painting Section 09900 Painting .1 ASTM A53-87b Specification for Pipe, Steel, Black and Hot- Dipped, Zinc-Coated Welded and Steamless. .2 ASTM A307 -87 Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile. .3 CGSB 1-GP-40M-79 Primer, Structural Steel, Oil Alkyd Type. CGSB 1-GP-181M-77 Coating, Zinc-Rich, Organic, Ready Mixed. .4 .5 CAN/CSA-G40.21-M87 Structural Quality Steels. .6 CAN/CSA-S16.1-M89 Limit States Design of Steel Structures. .7 CSA W47.1.-1983 Certification of Companies for Fusion Welding of Steel Structures. CSA W55.3-1965 Resistance Welding Qualification Code for Fabricators of Structural Members Used in Buildings. CSA W59-1989 Welded Steel Construction (Metal Arc Welding). Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Miscellaneous Metals Section 05500 Page 2 February 11, 2008 1.4 Shoo Drawinos .1 .2 .3 1.5 Scooe of Work 1.6 Desion PART 2 - PRODUCTS 2.1 Materials Submit Shop Drawings in accordance with Section 01001 - General Requirements. Indicate materials, core thicknesses, finishes, connections, joints, method of anchorage, number of anchors, supports, reinforcement, details, and accessories. Shop Drawings shall be stamped by a Professional Engineer registered in Ontario. .1 All miscellaneous metal work as indicated on Architectural and Structural Drawings and as required to complete the work. .1 Generally, Drawings give information on specific shape and dimensions required. Provide bracing as may be required to counter lateral loads and dynamic stresses where vibration of support equipment may occur. Steel members shall be sized as a minimum to support loads required by applicable Codes. Use sizes shown except where larger are required to meet Code requirements. .2 Design access ladders to requirements of Section 3.6.1.5(1) and Supplementary Guidelines SG-4 of OBC. .1 Steel Sections and Plates: To CAN/CSA-G40.21, Grade 300W. .2 Steel Pipe: To ASTM A53 standard weight black finish. .3 Welding Materials: To CSA W59. Bolts and Anchor Bolts: To ASTM A307. .4 .5 Shop Coat Primer: To CGSB 1-GP-40M. .6 Zinc Primer: Zinc rich, ready mix to CGSB 1- GP-181M. .7 Grout: Non-shrink, non-metallic, flowable, 24h, MPa 15, pull- out strength 7.9 MPa. Metal Filler: Polyester based, 'White Lightnin" by Marson Canada or Combo or First Choice by Dura Chemicals Ltd. .8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Miscellaneous Metals Section 05500 Page 3 February 11, 2008 2.2 Fabrication 2.3 Shoo Paintino 2.4 Schedule .1 .2 .1 Fabricate work square, true, straight and accurate to required size, with joints closely fitted and properly secured. .2 .3 Use self-tapping shake-proof flat headed countersunk screws on items requiring assembly by screws or as indicated. Where possible, fit and shop assemble work, ready for erec1ion. .4 Ensure exposed welds are continuous for length of each joint. File or grind exposed welds smooth and fiush. .5 Mill all edges after cutting. .6 Undercut each piece at all welds to minimize size of exposed weld. Where possible weld on backside only. .7 Use plug welds ground smooth where possible. Use tig welds at exposed welds. .8 Ensure exposed welds are continuous for length of each joint. file or grind exposed welds true, smooth and flush. Fill small imperfections only with metal filler. .9 Hot dip galvanize after fabrication where galvanized steel is shown. .1 .2 Apply one (1) shop coat of primer to metal items. Use primer unadulterated, as prepared by manufacturer. Paint on dry surfaces, free from rust, scale, grease. Do not paint when temperature is lower than 70C. .3 Clean surfaces to be field welded; do not paint. The Schedule below list specific requirements for some items required. Review Drawings and Sections 05501 and 05510 for full schedule of work required. Angle Lintels and Shelf Angles .1 Provide exterior steel angles, shelf angles and lintels: Provide in all openings in masonry walls, size as required for the openings. Provide 150 mm minimum bearing at ends. Provide slotted holes for anchors as required. Hot dip galvanized after holes drilled. Refer to Architectural DraWings for location of openings. Refer to Structural Drawings for general prinCiples to use in calculating the size of required lintels. All lintels are hot dip galvanized after fabrication. .2 Weld or boll back-to-back angles to profiles as indicated. Weld before galvaniZing. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Miscellaneous Metals Section 05500 Page 4 February 11, 2008 .3 .3 Shelf angles to be maximum .practical length. Leave 6 mm gap at butt joints. Provide shelf angles at each floor level in exterior walls where masonry veneer occurs. Refer to Architectural Drawings for locations of masonry veneers. Refer to Structural Drawings for general details of the shelf angles. All shelf angles are hot dip galvanized after fabrication. .4 Interior Angles: Prime painted, sizes required for openings Provide 150 mm minimum bearing at ends. Overall openings in block walls and brick or stone walls including openings for mechanical and electrical services. Refer to Structural, Architectural, Mechanical and Electrical Drawings. Roof Access Ladder .1 Stringers: 2" x min 1/4" thick, steel angle. .2 Steel Rungs: 3/4" diameter, welded to stringers. .3 Brackets: sizes and shapes as indicated, weld to stringers, complete with fixing anchors. .4 Safety Hoops: For each ladder. .5 Hot dip galvanized. .4 Supports for Wood Trellis and Shade Screens .1 Steel members trellis and shade screens. Refer to Drawings for Details. .2 All steel is hot dip galvanized after fabrication. .5 Bollards: Refer to Site Plan for locations and Details. .6 Vanity Supports: In all washrooms. .7 Framing for counter in Room 136. .8 Supports for ceiling wood screens in Rooms 135, 136, 137, 132, 110, 101, 130, 139 and 140. .9 Gates and screen to gas meter enclosure hot dip galvanized Details as shown. .10 Framing for rooftop mechanical screen. .11 All miscellaneous metal such as steel brackets, T -Sections, angles and continuous access etc. as shown on 500 Series Drawings. .12 Supplementary clips to brace tops of masonry walls. .13 Supplementary steel angles and other members required to connect top of curtainwall to structure. Clips to attach wood cladding to columns on Lines 9 and 10 as shown. .14 I I I I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I r I t - Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Miscellaneous Metals Section 05500 Page 5 February 11, 2008 PART 3 - EXECUTION 3.1 Erection .11 .12 .13 .14 .1 Erect in accordance with reviewed ship drawings. .2 Do welding work in accordance with CSA W59 uniess specified otherwise. .3 Welding .1 All welds are continuous, even, good, filed smooth. .2 Fill small imperfections and defec1s with welding filler. .3 Undercut each piece at all welds to minimize size of exposed weld. Where possible weld on back side only. .4 Where possible use plug welds ground smooth. .5 Use lig welder where feasible to minimize size of weld. .4 All sections are built up from steel plate welded to achieve square comers. Rolled sections are not permitted unless specifically indicated. .5 Companies to be certified under Division 1 or 2.1 of CSA W47.1 for fusion welding, CSA W55.3 for resistance welding. .6 Provide certification that all welded joints are certified by Canadian Welding Bureau. .7 Erect metalwork square, plumb, straight, and true, accurately fitted, with tight joints and intersections. .8 Provide suitable means of anchorage acceptable to Consultant such as dowels, anchor clips, bar anchors, expansion bolts and shields, and toggles. .9 Exposed fastening devices to match finish and be compatible with material through which they pass. .10 Provide components for building by other Sections in accordance with Shop DraWings and schedule. Make field connections with high tensile bolts to CAN/CSA- S16.1,orweld. Hand items over for casting into concrete or building into masonry to appropriate trades together with setting templates. Touch-up rivets, field welds, bolts and burnt or scratched surfaces after completion of erection with primer. Any exposed bolts and nuts are to be finished with gear on nuts and lock washers. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Miscellaneous Metals Section 05500 Page 6 February 11, 2008 3.2 Access Ladders 3.3 Preoaration for Paint .1 .2 .3 .1 .2 .3 .4 Install access ladders in specified locations. Exact locations as indicated and reviewed Shop Drawings. Erect ladders 50 mm clear of wall on bracket supports. Erect in accordance with OBC 3.6.1.5(1) and Supplementary Guidelines 56-4 of OBC. Grind all weids smooth. Fill any small dents and marks in weld to provide continuous line using specified metal filler. Apply one (1) coat of epoxy primer to all steel in shop. Use epoxy primer compatible with paint system specified in Section 09900 for ornamental metal work. I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#{;L2008-7 Rough Carpentry Section 06101 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1 .3 References 1.4 Quality Assurance 1.5 Air Barrier PART 2 - PRODUCTS 2.1 Manufacturer .1 Comply with requirements of Division 1 as applicable. .1 Section 07510, Inverted Bituminous Roofing: Fibreboard cants. .1 CSA B111-1974 Wire Nails, Spikes and Staples. CAN/CSA-G164-M92 Hot Dip Galvanizing of Irregularly Shaped Articles. .2 .3 CSA 0121-M1978 Douglas Fir Plywood. CAN/CSA-0141-91 Softwood Lumber. .4 .5 CSA 0151-M1978 Canadian Softwood Plywood. .6 National Lumber Grades Authority NLGA Standard Grading Rules for Canadian Lumber 1991. .1 Lumber identification: by grade stamp of an agency certified by Canadian Lumber Standards Accreditation Board. .2 Plywood identification: by grade mark in accordance with applicable CSA Standards. .1 Continuity of the air barrier is critical. .2 Participate in planning and coordination meetings called by General Contractor. .3 Supply and install air barrier membrane, foam insulation and solid back up as required to ensure continuous and effective air barrier where work of different sections joins together. .1 Panel Source International, Tembec, Weyerhaeuser, Muskoka Timber Milis or Upper Forrest Products. .2 Panel Source Distributor: Panel Source Intemational Inc. St. Albert, Alberta, contact Brian J. McLeod, tel. 780-458-1007. Rough Carpentry I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 06101 Page 2 February 11, 2008 2.2 Lumber Materials 2.3 Panel Materials 2.4 Accessories 2.5 Finishes 2.6 Wood Preservative 2.7 Insulation .3 .1 Wood: Straight, sawn square, true, dressed four sides, properly sized and shaped to correct dimensions from nominal sizes indicated or specified. Well seasoned, free from defects which impair strength and durability. .2 Lumber Grade: FSC Certified softwood lumber, kiln dried, 'PureKor FSC Certified" by Panel Source. .3 Pressure Treated Lumber: 'PureKor FSC Certified Treated Lumber" by Panel Source. Fire Treated Lumber: 'PureKor FSC Certified Retardant Lumber" by Panel Source. .4 .1 Interior: 'PureKor Sanded Fir Plywood' by Panel Source. .2 Exterior: 'PureKor Exterior Grade Plywood Sheathing' by Panel Source. .3 Interior Fire Retardant: 'Pyroblock Plywood Plus' by Panel Source. .1 Nails, Spikes and Staples: To CSA B111. .2 Bolts: 12.5 mm diameter unless indicated otherwise, complete with nuts and washers. .3 Proprietary Fasteners: Toggle bolts, expansion shields and lag bolts, screws and lead or inorganic fibre plugs, recommended for purposed by manufacturer. .4 Melal Girts: Hot dip galvanized, 20 gauge, size as shown. .1 Galvanizing: To CAN/CSA-G164, use galvanized fasteners for exterior work, at interior face of exterior walls and at all pressure- preservative treated lumber. .1 Surface-applied wood preservative: 5% pentachlorophenol solution, water repellent preservative. .1 Extruded expanded polystyrene Dow SM or equivalent. .2 Batt insulation, Roxul Batts where shown, to sizes and thickness shown. Spray foam insulation where shown. Thickness as indicated or as required. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Rough Carpentry Section 061 01 Page 3 February 11, 2008 2.8 Air Barrier Membrane 2.9 Fire Rated Roof Underlav PART 3 - EXECUTION 3.1 Preoaration 3.2 Installation .1 Perma Barrier by W. R. Grace or Blueskin SA by Bakor. .1 12.7 mm Type X exterior grade gypsum board. .1 Treat surfaces of material with wood preservative, before installation. .2 Apply preservative by dipping, or by brush to completely saturate and maintain wet film on surface for minimum 3 minute soak on lumber and one minute soak on plywood. .3 Re-treat surfaces exposed by cutting, trimming or boring with liberal brush application of preservative before installation. Treat material as indicated and as follows: .1 Fascia or parapet backing, curbs, nailers, sleepers on roof deck. .2 Wood furring on interior face of exterior walls. .4 .1 Comply with requirements of NBC, supplemented by the following paragraphs. .2 Install furring and blocking as required to space-out and support casework, cabinets as well as shelving and slat wall panels to be supplied by Owner and for wall and ceiling finishes, facings, fascia, soffit, washroom accessories and other work as required. .3 Align and plumb faces of furring and blocking to tolerance of 1:600. .4 Install rough bucks, nailers and linings to rough openings as required to provide backing for frames and other work. .5 Install, fascia backing, nailers, curbs and parapet backing for flashings and other wood supports as required and secure using galvanized fasteners. .6 Install wood backing, dressed, tapered and recessed slightly below top surface of roof insulation for roof hopper. .7 Construct curbs at all roof top penetrations as required. .8 Construct insulated skylight curbs. Rough Carpentry I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 06101 Page 4 Febnuary 11, 2008 3.3 Parapets, Roof Overhangs and Cavity Wall Blockino 3.4 Erection 3.5 Electrical and Communications Room Backboard 3.6 Roof Curbs Below Mechanical Units 3.7 Roof Curbs Below Skvliohts 3.8 Framing for Asphalt Shinoled Roofs 3.9 Framing Above Aluminum Curtainwall .1 Constnuct all cavity wall blocking, roof overhangs and parapets from pressure treated plywood and dimensional lumber. .2 Use minimum practical blocking to ensure continuity of insulation. .1 Frame, anchor, fasten, tie and brace members to provide necessary strength and rigidity. Countersink bolts where necessary to provide clearance for other work. .2 .1 19 mm plywood, DF, good one (1) side. .2 Line all four (4) sides of all electrical and communications rooms to 2400 AFFL. .3 Paint with fire retardant paint, colour Warm Grey. .1 Build pressure treated curbs to provide level base to receive the curbs which come with the mechanical units at each mechanical unit. .1 Constnuct insulated skylight curbs using pressure treated wood bolts and foam insulation for all skylights shown. .1 Frame as required including plywood sheathings, metal girts, insulation, Fire Rated Gypsum Board Sheathing, Insulation and Air Vapour Barrier. .1 Frame as required and as shown from top curtainwall up. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Finish Carpentry Section 06200 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Reouirements 1.2 Related Sections 1.3 References 1.4 Samoles 1.5 Product Delivery, Storaae and Handlina 1.6 Site Conditions .1 Comply with requirements of Division 1 as applicable. .1 Section 06400 Architectural Woodwork: Architectural woodwork. .2 Section 09900 Painting: Painting and finishing. .1 CSA Blll-1974 Wire Nails, Spikes and Staples. CAN/CSA-G164-M92 Hot Dip Galvanizing of Irregularly Shaped Articles. .2 .3 CAN/CSA 0141-91 Softwood Lumber. .4 AWMAC Quality Standards for Architectural Woodwork 1991. .5 National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber 1987. .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate samples: sample size 300 long of wood base material. .1 Protect materials against dampness during and after delivery. .2 Store materials in ventilated areas, protected from extreme changes of temperature or humidity. .1 Installation of casework shall be performed in well lit, well ventilated and dry conditions. Air and substrate temperature shall be minimum 160C. .2 .3 Coordinate with work by other trades to ensure that preparation is complete, services are ready and finishes are cured. Ensure also that a minimum of adjacent and overhead work is necessary after installation. Finish Carpentry I ! I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Section 06200 Page 2 February 11, 2008 1 .7 Coooeration PART 2 - PRODUCTS 2.1 Lumber Material 2.3 Panel Materials 2.4 Accessories 2.5 Wood Baseboard 2.6 Exterior Wood Trellis, Wood Shading and Wood Screens .1 Cooperate with other trades and do all cutting, fitting and make provisions necessary for installation of work by other trades. .2 Execute all cutouts for sinks, plumbing trim, electrical wiring, outlets and lights, and other equipment and service lines. .1 Wood: Straight, sawn, square, true, dressed four sides, properly sized and shaped to correct dimensions form nominal sizes indicated or specified. Well seasoned, free from defects which impair strength and durability. .2 Softwood Lumber Grade .1 AWMAC Premium Grade, kiln dried, 12% moisture maximum. .3 Hardwood Lumber: Moisture content 12% or less in accordance with following standards: .1 National Hardwood Lumber Association (NHLA). .2 AWMAC premium grade, moisture content as specified. .3 Maple. .1 Plywood .1 Hardwood: Face veneer Maple 14 cut. .2 Core for plastic laminate finishes: Sanded plywood. .1 Nails and Staples: To CSA B111; galvanized to CAN/CSA-G164 for exterior work, interior humid areas and for treated lumber; galvanized finish elsewhere. .2 Wood Screws: To CSA B35.4 type and size to suit application. .3 Splines: Metal. .4 Adhesive: As recommended by manufacturer for required application. .5 Hardware for removable sections as shown. .1 Solid Maple, grooved on back, profile as shown, 100 mm high. .1 Eastern Cedar, select grade. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Finish Carpentry Section 06200 Page 3 February 11, 2008 2.7 Wood Cladding of Exposed Columns (on Gridlines 9 and 10 between A and H) 2.8 Wood Lattice Screen (Rooms 135, 136, 137, 132,110,101,130,135 and 140) 2.9 Soffits to Exterior Canopy (between Gridllnes 10 and 12) PART 3 - EXECUTION 3.1 Installation 3.2 Construction .1 Solid Maple, grooved on back, as detailed. .2 As detailed and as shown. .1 Poplar, select grade, as detailed. .1 Cedar, seiect grade, as shown. .1 Do finish carpentry to Quality Standards of the Architectural Woodwork Manufacturers Association of Canada (AWMAC), except where specified otherwise. .2 Scribe and cut as required, fit to abutting walls, and surfaces, fit properly into recesses and to accommodate piping, columns, fixtures, outlets, or other projecting, intersecting or penetrating objects. .3 .4 Form joints to conceal shrinkage. Install all finish hardware to requirements of Section 08710. .1 Fastening .1 Position items of finished carpentry work accurateiy, level, plumb, true and fasten or anchor securely. .2 Design and select fasteners to suit size and nature of components being joined. Use proprietary devices as recommended by manufacturer. .3 Set finishing nails to receive filler. Where screws are used to secure members, countersink screw in round cleanly cut hole and plug with wood plug to match material being secured. .4 Replace items of finish carpentry with damage to wood surfaces including hammer and other bruises. Finish Carpentry I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 06200 Page 4 February 11, 2008 3.3 Installation Wood Trellises, Wood Soffits, Shading and Wood Screens .2 Baseboard .1 Butt and cope internal joints of baseboards to make snug, tight. joint. Cut right angle joints of base with mitred joints. .2 Fit backs of baseboards snugly to wall surfaces to eliminate cracks at junction of base with walls. .3 Make joints in baseboard, where necessary using a 45 scarfe type joint. .1 Use continuous pieces for all elements except where joints are shown. .2 Ensure all exterior wood is finished before installation to ensure all sides of wood is finished with two (2) coats of preservative stain. .3 Instail using stainless steel fasteners. .4 Install as shown. .5 Touch up wnh two (2) coats of preservative stain any cut ends or other exposed edges, etc. of exterior woodwork. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Architectural Woodwork Section 06400 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1 .3 References 1.4 Shoo Drawinas .1 Comply with requirements of Division 1 as applicable. .1 Sealants: Section 07900. .2 .3 Mirrors and Mirror Mounting Brackets: Section 10800. Valance Lights Below Upper Cabinets: Division 16. .1 CAN3-A172-M79 High Pressure Paper Base, Decorative Laminates. .2 CSA B111-1974 Wire Nails, Spikes and Staples. .3 CSA 0115-M1982 Hardwood and Decorative Plywood. .4 CSA 0121-M1978 Douglas Fir Plywood. CAN/CSA 0141-91 Softwood Lumber. .5 .6 CSA 0151-M1978 Canadian Softwood Plywood. AWMAC Quality Standards for Architectural Woodwork 1984. .7 .8 National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber 1991. .9 National Hardwood Lumber Association (NHLA) Rules for the Measurement and Inspection of Hardwood and Cypress January 1986. .1 Submit shop Drawings in accordance with Section 01001 - General Requirements. .2 Indicate details of construction, profiles, jointing, fastenin9 hardware and other related details. .1 Scale: Profiies full size, details Y. full size. .3 Indicate all materials, thicknesses, finishes and hardware. .4 Indicate locations of all service outlets in casework, typical and special installation conditions, and all connections, attachments, anchorage and location of exposed fastenings. .5 Submit complete list of all catalytic lacquer system products and manufacturers' written instructions with Shop Drawings. Architectural Woodwork I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 06400 Page 2 February 11, 2008 1.5 Samoles . 1.6 Delivery, Storage, and Handline 1.7 Maintenance Data 1.8 Site Conditions 1.9 Coooeration .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate samples; sample size 300 x 300 mm or 600 mm long unless specified otherwise of: .1 Samples shall include complete shop applied finish system. .3 Submit duplicate samples of laminated plastic joints, edging, cutouts and post-formed profiles. .1 Protect millwork against dampness and damage during and after delivery. .2 Store millwork in ventilated areas, protected from extreme changes of temperature or humidity. .1 Provide maintenance data on type of furniture cleaners and polishes as well as guidelines for proper care of the millwork. .2 Submit manufacturer's guidelines for care and touch up and repair of catalytic lacquer system. .1 Installation of casework shall be performed in well lit, well ventilated and dry conditions. Air and substrate temperature shall be minimum 160C. .2 .3 Coordinate with work by other trades to ensure that preparation is complete, services and finishes are cured. Ensure also that a minimum of adjacent and overhead work is necessary for installation. .1 Cooperate with other trades and do all cutting, fitting and make provisions necessary for installation of work by other trades. .2 Execute all cutouts for sinks, plumbing trim, electrical wiring, outlets and lights, and equipment and service lines. I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Architectural Woodwork Section 06400 Page 3 February 11, 2008 PART 2 - PRODUCTS 2.1 Lumber Material 2.3 Panel Materials 2.4 Materials .1 Wood: Straight, sawn, square, true, dressed four sides, properly sized and shaped to correct dimensions form nominal sizes indicated or specified. Well seasoned, free from defects which impair strength and durability. Lumber Grade: Kiln dried, AWMAC Premium Grade, 12% moisture maximum. .2 .3 Hardwood Lumber: Moisture content 12% or less in accordance with following standards: .1 National Hardwood Lumber Association (NHLA). .2 AWMAC premium grade, moisture content as specified. .3 Maple. .1 Plywood .1 Hardwood: Face veneer Maple Y. cut OR Black Walnut as shown. .2 Core for Plastic Laminate Finishes: Sanded Plywood". .1 Laminated Plastic for Flatwork: To CAN3-A172-M79, Grade GP, 1.3 mm thick; 1.3 mm for vertical surfaces. .2 Laminated Plastic for Postforming Work: To CAN3-A172-M79, Grade PF, Type 2a, 1.05 thick. Laminated Plastic Backing Sheet: Supplied by same manufacturer as facing sheet; not less than 0.5 mm thick and same thickness and colour as face laminate. Sanded one side. .3 .4 Edge Strips: Solid Maple, minimum y." thick. Plywood Core: To CSA 0121-M1978 solid two sides, 19 mm thick (minimum). FSC Certified. .5 .6 Laminated Plastic Adhesive: Urea resin adhesive to CSA 0112.5-M1977. .7 Sealer: Water resistant seaier or glue acceptable to laminate manufacturer. .8 Draw Bolts and Splines: To CSA B111. .9 Nails and Staples: To CSA 8111. .10 Glass: Tempered, simulated sandblast ceramic frit, thickness as shown, in accordance with requirements specified in 08800. .11 Wood Screws: Stainless steel, type and size to suit application. Architectural Woodwork I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Section 06400 Page 4 February 11, 2008 2.5 Manufactured Units .16 .17 .18 .19 .20 .1 .12 Splines: Wood. .13 Sealant: Clear silicone in accordance with 07900 2.1.3. .14 Solid Surfacing Surel Solid Surfacing by Formica, colour selected from manufacturer's extended colour range, 12 mm thick. Build up edges from 12 mm stock as shown and as required. .15 Granite (at fireplace in Room 140): Tan Brown as distributed by Milestone Morblet Granite, 8181 Jane Street, Unit #2, Concord, Ontario, L4K 5P2. Size and thickness as shown. "AdjusTableSystems" for Information Point 126 .1 "AdjusTableSystems" by Hafele c/w one (1) top crank kit per Mobile Service Point, four (4) castors c/w brakes per Mobile Service Point. For each Service Point provide two (2) 560 mm Long Top Supports, two (2) 550 mm Long Silver RAL 9006 feet, two (2) Adjustable Side Bases, one (1) C. BeamlDrive Shaft, and Bolt Packs as required to complete the Mobile Service Point shown. "AdjusTableSystems' Media Electric Sit/Stand System by Hafele for Information Point 129 .1 By Hafele. One (1) required. Each system is 1110 mm long, colour Silver RAL 9006, Cat. No. 63.44.901. Castors .1 100 mm high, twin wheels, swiveling castor with plate mount, complete with brake. Colour Silver, RAL 9006, Hafele 660.30.992. PencillDrawer .1 A8971-90 by Hafele. Aluminum Cable Tray .1 3 mm brake form aluminum clear anodized finish. Casework .1 Fabricate casework to AWMAC flush overlay construction custom quality grade. .2 Furring, blocking, nailing strips, grounds and rough bucks and sleepers. .1 S2S is acceptable. .2 Board sizes: "Standard" or better grade. .3 Dimension sizes: "Standard' light framing or better grade. .3 Framing pine species, #1 grade. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Architectural Woodwork Section 06400 Page 5 February 11 , 2008 .4 Case bodies (ends, divisions and bottoms). .1 MDF or Plam Faced MDF, where indicated. .2 Hardwood Plywood: .1 Thickness: 19 mm Maple 14 cut. .2 Face veneer: Mapie 14 cut, sound grade, book matched and sequenced. .3 Back veneer: Maple, sound grade. .4 Solid wood edging: Maple. .5 Backs. .1 MDF board, 12 mm thick. .2 Drawers .1 Fabricate drawers to AWMAC custom grade supplemented as follows. Sides and Backs. .1 MDF board, or Plam faced MDF, where indicated, thickness 1/2". Hardwood Plywood: .1 Th ickness: as shown. .2 Face veneer: Maple 14 cut, good grade, book matched. Back veneer. Maple, sound grade. .2 .2 .3 .3 Fronts .1 MDF board, or Plam faced MDF, where Indicated, thickness 3/4". Hardwood plywood: where indicated. .1 Thickness: 3/4". .2 Face veneer: Maple, good grade, fiat cut, matching requirement book matched. Back veneer: Maple, sound grade. Casework Doors .1 Fabricate doors to AWMAC . custom grade supplemented as follows: MDF board, or Plam faced MDF, thickness 3/4": where indicated. .3 .2 .3 .2 Architectural Woodwork I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 06400 Page 6 February 11, 2008 2.6 Fabrication 2.7 Schedule .3 Hardwood Plywood: where indicated .1 Thickness: 3/4" except 1 1/2" (2 layers of 3/4") for full height doors, Maple. .2 Face veneer: Maple, good grade, 1/4 cut, matching requirement: book matched. .3 Back veneer: Maple, sound grade. .4 Solid wood: Maple, select grade, thickness as required. .1 Set nails and countersink screws, apply stained wood filler to indentations, sand smooth and leave ready to receive finish. .2 Shop install cabinet hardware for doors, shelves and drawers. Recess shelf standards unless noted otherwise. .3 Shelving to cabinetwork to be adjustable uniess otherwise noted. .4 Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes and other fixtures. Exposed openings to be cut on site after approval of locations by owner's representative. .5 Shop assemble work for delivery to site in size easily handled and to ensure passage through building openings. .1 Fabricate and install all millwork shown as detailed. Major pieces are described below. Review Drawings carefully to determine full scope of work. For rooms listed below, refer to Plans, Reflected Ceiling Plans and Details: .1 Hardwood Door and Glazed Screen Frames. .2 Caps to Dwarf and Knee Walls. .3 Washroom Vanities (Rooms 104, 107, 108, 109 and 117). .4 Kitchenette Casework Rooms 112 and 119. .5 Information Point Room 129. .6 Service Point Room 128. .7 Information Point Room 126. .8 Work Counters in Room 114. .9 Window Stools at all exterior windows. .10 Wood Panel Backboard for coat hooks Room 111. .11 Wood Screen at Ceiling of Rooms 110, 129, 101, 130, 139,140. .12 Room 132: Window Seat and Window Surround. .13 Bench Room 116. .14 Wood Panels for mirrors mounting (Room 117 and 116). I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 I I I I I I I Architectural Woodwork Section 06400 Page 7 February 11, 2008 2.8 Finishina I I I I I I I I I I I 2.9 Hardware .15 Fireplace: Including Granite Mantel and Walnut Veneer Wood Paneling. .16 North Wall of Room 110. .17 Teen Counter Room 136. .18 Counter in Room 139/140. .1 All millwork is to be finished in the shop. .2 Limit site work to touch up only. .3 Clear finish wood to have concealed fastenings where possible, otherwise recess screws and bolts and plug hoies with 6 mm thick (min.) matching wood plug. Plugged areas to be sanded smooth, ready to finish. Where finishing nails are to be used, nails are to be in straight lines and set-in for neat appearance. Apply coloured filler to match wood and leave ready to receive finish. .4 Clear, Catalyzed Lacquer .1 Primer and 2 finish coats. .2 Low sheen. .5 For MDF apply seaier prior to lacquer system specified in .4 above. .6 Preparation and application in accordance with manufacturer's printed instructions. .1 This Section is to include supply and installation of all required hardware (not limited to list below): .1 All hinges are fully concealed type .2 Heavy duty drawer slides .3 Stainless steel grommets, brushed light bronze finish .4 Under counter draw bolts .5 Brushed stainless steel (bronze colour) wire pulls .6 Where shown, continuous metai cable trays, min. 4" wide .7 Counter leveling posts .8 Recessed steel pilasters for adjustable shelves .9 Casters, steel, 360. swivel, min. 50 mm high, lockable .10 All exposed hardware to have finish of brushed stainless steel finish on door hardware. .2 Provide a complete list with catalogue cuts as part of Shop Drawing submission. Architectural Woodwork I I I I I t I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 06400 Page 8 February 11, 2008 PART 3 - EXECUTION 3.1 Installation 3.2 Cleanina 3.3 Protection .1 Do architecturai woodwork to Quality Standards of the Architectural Woodwork Manufacturer's Association of Canada (AWMAC), except where specified otherwise. .2 Install prefinished millwork at locations shown on Drawings. Position accurately, level, plumb straight. .3 Fasten and anchor millwork securely. Provide heavy duty fixture attachments for wall mounted cabinets. .4 Use draw bolts in countertop joints. .5 Scribe and cut as required to fit abutting walls and to fit properly into recesses and to accommodate piping, columns, fixtures, outlets or other projecting, intersecting or penetrating objects. .6 At junction of plastic laminate counter back spiash and adjacent wall finish, apply small bead of sealant. .7 Layout all owner's countertop equipment on site and obtain approval of owner's representative before beginning cutting and installation. .8 Apply water resistant building paper over wood framing members in contact with masonry or cementitious construction. I I I I I I I I I .9 Fit hardware accurately and securely in accordance with manufacturer's directions. .10 After installation, adjust operating hardware for proper operation in accordance with manufacturer's printed instructions. .1 Clean millwork and cabinet work inside cupboards and drawers and outside surfaces. .1 Protect millwork and cabinet work from damage until final review. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Bituminous Dampproofing Section 07160 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Storage and Handline 1.3 Environmental Reeuirements PART 2 - PRODUCTS 2.1 Materials .1 Conform to requirements of Division 1 as applicable. .1 Provide and maintain dry, off-ground weatherproof storage. .2 Store materials on supports to prevent deformation. .3 Remove only in quantities required for same day use. .4 Store materials in accordance with manufacturers' written instructions. .1 Do not proceed with work when wind chill effect would tend to set bitumen before proper curing takes place. .2 Maintain air temperature and substrate temperature at dampproofing installation area above SaC for 24 hours before, during and 24 hours after installation. .3 Do not apply dampproofing in wet weather. .1 Asphalt .1 For application and curing at temperatures above 5C: to CAN/CGSB-37.2. Package label or bill of lading for bulk hot liquid asphalt must indicate type, flash point, equivscuous temperature range and final blowing temperature. .2 For application and curing at temperatures above OC but below 5C: to CGSB 37-GP-6Ma. Package label or bill of lading for bulk hot liquid asphalt must indicate type, flash point, equivscuous temperature range and final blowing temperature. .2 Sealing Compound: Plastic cutback asphalt cement to CAN/CGSB-37.5. .3 Asphalt Primer: To CGSB 37-GP-9Ma. Bituminous Dampproofing I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 07160 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Workmanshio 3.2 Preoaration 3.3 Aoolication 3.4 Schedule .1 Keep hot asphalt: .1 Below its flash point .2 At or below its final blowing temperature .3 W~hin its equivscuous temperature range at place of application. .1 Before applying dampproofing: .1 Seal exterior joints between foundation walls and footings, joints between concrete floor slab and foundation and around penetrations through dampproofing with sealing compound. .1 Do dampproofing in accordance with CAN/CGSB-37.3. .2 Do sealing work in accordance with CGSB 37-GP-11M except where specified otherwise. .3 Do priming of surface in accordance with CGSS 37-GP-15M except where specified otherwise. .4 Apply primer. Apply dampproofing application standard: Material CAN/CGSS-37.2 CGSS 37-GP-6Ma Aoolication use CAN/CGSB-37.3 use CGSS 37-GP-12M .5 in accordance with applicable CGSB .1 Apply continuous, uniform coating to entire exterior faces of foundation walls from 100 mm below finished grade level to and including bottom of foundation wall footings. .2 Apply two (2) additional coats of dampproofing to vertical comers and construction joints for a minimum width of 230 mm on each side, and all around and for 230 mm along pipes passing through walls. I I I I I I I I I I I il I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Insulation Section 07210 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Reauirements 1.2 Related Work 1.3 Delivery, Storage and Handline PART 2 - PRODUCTS 2.1 Materials .1 Conform to Sections of Division 1 as applicable. .1 Cavity Wall Insulation: Section 04200, Masonry. Insulation with Steel Cladding - Section 07410. .2 .3 Insulation with 2-Ply Modified Bitumen Roofing - Section 07520. .1 Deliver materials to site in their original wrappings with labels intact and store in areas directed by Ministry Designee. .2 Store insulation on raised platforms and protect with waterproof covers. Prevent exposure of insulation to sun. .3 Store materials inside buildings for twenty four (24) hours prior to installation. .1 Foundation Wall and Perimeter Insulation .1 Extruded, polystyrene, CAN/ULC-S701, Type 4, minimum RSI (R) value of 0.87 (5.0) per 25 mm (1"), compressive strength 210 kPa (30 psi), thickness as shown on drawings. All boards shall have shiplap edges. Styrofoam SM by Dow or equivalent. .2 Batt Insulation .1 Minimum 40% recycled content formaidehyde-free by John Manville or Roxul Plus mineral fiber batt or approved equal. .3 Adhesive .1 Fire retardant vapour barrier type compatible with specified insulation 260-08 by Bakor Inc. or approved equivalent. .4 Spray Foam Insulation .1 Polyurethane Foam: Walltite by BASF, HEATLOK 0240/Polarfoam 7300 by Demilec Inc. .2 Primers: As recommended in manufacturer's printed instructions in their Technical Manual for the type and condition of work surfaces. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Insulation Section 07210 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Preoaralion 3.2 Installation .3 .3 Transition Membranes Blueskin SA as manufactured by Bakor. .5 Mechanical Fasteners .1 Insulation Clips: Impale type, perforated 50 mm x 50 mm (2" x 2") cold rolled steel adhesive back, spindle of length to suit insulation plus 25 mm (1") with speed washers. .1 Ensure that surfaces to receive adhesive or insulation are dry, firm, straight, and free from ioose material, projections, ice, frost, slick, grease, oil or other matter detrimental to bond of the adhesive or uniform bedding of the insulation. .2 Maintain surface and ambient temperatures during application and curing of adhesive at a temperature recommended by the manufacturer of the type of adhesive used. .1 General .1 Install insulation of appropriate type as required to maintain continuity of thermal protection to building elements and spaces. .2 Cut and trim insulation neatly to fit spaces. Butt joints tightly, offset vertical joints. Use oniy insulation panels free from ripped backs or chipped or broken edges. .3 Do not cover insulation until it has been reviewed by Consultant. .2 Rigid Insulation .1 Fix insulation clip type fasteners on substrate, 600 mm x 1200 mm (2 per 24" x 48") board minimum. Impale insulation board on insulation clips, butting all joints firmly together and secure with washers, cut of spindles 3 mm (1/8") beyond washer. .2 Install rigid insulation where rigid insulation is shown to thickness shown. .3 Provide flexible insulation of equivalent thickness and thermal insulation to fit areas where application of rigid insulation is not possible to provide continuous coverage. Ball Insulation .1 Install ball insulation where indicated on Drawings. .2 Fit batt between framing and press firmly in place. Butt lightly or overlap at joints, free of gaps. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Insulation Section 07210 Page 3 February 11 , 2008 .3 Insulate behind pipes, ducts, electric conduits and outlets or junction boxes. Cut insulation to fit around and behind obstructions and non-standard spaces. .4 Use chicken wire attached to studs to support batts where no back up sheathing is in place. .4 Air Barrier .1 Plan and coordinate construction sequence to ensure that a continuous effective air barrier system is constructed. .2 Connections with air barrier components by other Sections is critical to its success. Attend coordination meetings with other sub-trades. Provide flaps, tapes and other connection details as required to achieve complete success. .5 Foamed in Place Insulation .1 Install between window and door frames and rough openings as well as all locations indicated on Drawings. .2 Install foam insulation at all junctions of wall insulation and roof insulation as required to have continuous airtight system. .3 Install foam insulation at all junctions of curtainwall and doors and adjacent construction. .4 Install foam insuiation at ail roof penetrations and curbs to ensure continuous insulation and air barrier. .5 Instail foam insulation where shown. .6 Install foam insulation where required and as directed by Architect in order to provide continuous insulation coverage to the exterior envelope. .7 Transition membranes Blueskin SA as manufactured by Bakor. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Firestopping and Smoke Seals Section 07270 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1.3 References 1.4 Samoles 1.5 Shoo Drawinos PART 2 - PRODUCTS 2.1 Materials .1 Comply with Sections of Division 1 as applicable. .1 Firestopping and smoke seals within mechanical assemblies (Le. Inside ducts, dampers) and electrical assemblies (Le. inside cable trays) are specified in Division 15 and 16 respectively. .1 CAN4-S115-M85, Standard Method of Fire Tests of Firestop Systems. .1 Submit sam pies in accordance with Section 01001. .2 Submit duplicate 300 x 300 mm samples showing actual firestop material proposed for project. .1 Submit Shop Drawings and product data in accordance with Section 01001. .2 Submit Shop Drawings to show proposed materiai, reinforcement, anchorage, fastenings and method of installation. Construction details should accurately reflect actual job conditions. .3 Submit manufacturer's product data for materials and prefabricated devices, providing descriptions are sufficient for identification at job site. Include manufacture~s printed instructions for installation. .4 Supply date confirming that firestopping and smoke seals proposed will provide the required rating. in the location and conditions where it will be used. Supply any supplementary information required by the Kingston Building Department. .1 Fire stopping and smoke seal systems: in accordance with CAN4- Sl15. .1 .2 Asbestos-free materials and systems capable of maintaining an effective barrier against flame, smoke and gases in compliance with requirements of CAN4-S115 and not to exceed opening sizes for which they are intended and conforming to special requirements specified in 3.5. Firestop system rating: To match rating of adjacent materials where firestopping occurs. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Firestopping and Smoke Seals I I I I I I I I I I I I I I I I I I I Section 07270 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Preoaration .2 Service Penetration Assemblies: Certified by ULC in accordance with CAN4-S115 and listed in ULC Guide No. 40 U19. .3 Service Penetration Firestop Components: Certified by ULC in accordance with CAN4-S115 and listed in ULC Guide No. 40 U19.13 and ULC Guide No. 40 U19.15 under the Label Service of ULC. .4 Fire-resistance rating of installed fire stopping assembly in accordance with NBC. .5 Fire stopping and smoke seals at openings intended for ease of re-entry such as cables: Elastomeric seal. .6 Fire stopping and smoke seals at openings around penetrations for pipes, ductwork and other mechanical items requiring sound and vibration control: Elastomeric seal. .7 Primers: To manufacturer's recommendation for specific material, substrate, and end use. .8 Water (if applicable): Potable, clean and free from injurious amounts of deleterious substances. .9 Damming and backup materials, supports and anchoring devices: to manufacturer's recommendations, and in accordance with tested assembly being installed as acceptable to authorities having jurisdiction. .10 Sealants for vertical joints: Non-sagging. .1 Examine sizes and conditions of voids to be filled to establish correct thicknesses and installation of materials. Ensure that substrates and surfaces are clean, dry and frost free. .2 Prepare surfaces in contact with fire stopping materials and smoke seals to manufacturer's instructions. .3 Maintain insuiation around pipes and ducts penetrating fire separation without interruption to vapour barrier. .4 Mask where necessary to avoid spillage and over coating onto adjoining surfaces; remove stains on adjacent surfaces. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 3.2 Installation 3.3 Insoection 3.4 Schedule 3.5 Clean Uo Firestopping and Smoke Seals Section 07270 Page 3 February 11, 2008 .1 Install fire stopping and smoke seal material and components in accordance with ULC certification and manufacturer's instructions. .2 Seal holes or voids made by through penetrations, poke-through termination devices, and unpenetrated openings or joints to ensure continuity and integrity of fire separation are maintained. .3 Provide temporary forming as required and remove forming only after materials have gained sufficient strength and after initial curing. .4 Tool or trowel exposed surfaces to a neat finish. .5 Remove excess compound promptly as work progresses and upon completion. .1 Notify Consultant when ready for review and prior to concealing or enclosing firestopping materials and service penetration assemblies. .1 All firestopping is required to meet a minimum of a 1-hour fire resistance rating. .2 Firestop and smoke seal at: .1 Penetrations through fire-resistance rated (including non- rated fire separations) masonry, concrete, and gypsum board partitions and walls. .2 Top of fire-resistance rated masonry and gypsum board partitions. .3 Intersection of fire-resistance rated masonry and gypsum board partitions. .4 Control and sway joints in fire-resistance rated masonry and gypsum board partitions and walls. .5 Openings and sleeves installed for future use through fire separations. .6 Around mechanical and electrical assemblies penetrating fire separations. .7 Rigid Ducts: Greater than 129 em: Fire stopping to consist of bead of fire stopping material between retaining angle and fire separation and between retaining angle and duct, on each side of fire separation. .1 Remove excess materials and debris and ciean adjacent surfaces immediately after application. .2 Remove temporary dams after initial set of fire stopping and smoke seal materials. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Air Barriers and Vapour Retarders Section 07280 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Reauirements 1.2 Work Included 1.3 Related Work 1.4 Quality Assurance .1 Division 1 applies to and governs the Work of this Section. .2 Coordinate with related Sections and assure that a fully continuous barrier will be constructed to prevent air and vapour in-filtration and ex-filtration through exterior walls, soffits, roof and other components separating heated spaces from unheated ones. Coordinate with air barriers/vapour retarders specified in other sections. .3 Use barrier materials which can be installed to withstand differential air pressures resulting from specified environmental conditions inside the building and OBC defined maximum design wind loads on the exterior of the building. .4 Seal effectively all joints between adjoining barriers and at all penetrations through them. .5 Consider details shown on Drawings as illustration of basic conditions and use them as guides for implementing the requirements of this subsection; select all details to conform to the pressurized rain screen principle. .1 Provide labour, materials, products, equipment and services necessary to complete a continuous air barrier/vapour retarder. .1 Batt and Board Insulation Section 07210 .2 Spray Applied Insulation Section 07210 .3 Sealants Section 07900 .4 Gypsum Board Section 09250 .1 Installers: Skilled mechanics having minimum five years experience in the work specified and having an understanding of the design principles of air barrier. .2 Installation: Maintain continuity of air barrier at interface with adjacent construction and at where work of other Sections project through the air barriers. Allow for expansion and contraction and linear movement of these items. Air Barriers and Vapour Retarders I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#(;L2008-7 Section 07280 Page 2 February 11, 2008 1.5 Submittals 1.6 Sam ole Installation 1.7 Delivery, Storaoe and Handlino .3 Pre-installation meeting: Before commencing the work of this Section, arrange a site meeting attended by the Contractor, this Section, the Consultant, and the material manufacturers' qualified representative. Discuss surface conditions, application procedures, suitability of materials and altemative recommendations. .4 Manufacturer's site inspection: Have the manufacturer's technical representative inspect the work at suitable intervals during application and at conclusion of the work of this Section, to ensure the work is correctly installed. .5 Submit manufacturer's inspection reports and verify that the Work of this Section is correctly installed. .1 Samples: Two (2) 6" x 6" samples of sheet air barriers. .2 Submit product data for air barrier membranes, primers, sealants, adhesives and foamed in place air barrier, in accordance with Section 01001. .3 Submit manufacturer's installation instructions inCluding preparation, installation requirements, product storage and handling. .1 Provide a one building module representative sample installation on site at location directed by Consultant. Include a sample of the condition of the barrier edge at concrete and at metal showing typical fastenings, a barrier to barrier joint and a deflection provision. Modify or replace sam pie installations as directed to obtain approval. .2 Accepted sample installation shall form the standard for remaining work and may form part of the Work. .1 Materiais shall be delivered to the job site in undamaged and original packaging indicating the name of the manufacturer and product. .2 Store roll materials on end in original packaging. .3 Store liquid membrane and primers at temperatures of 50C and above to facilitate handling. Keep solvent away from open flames or excessive heat. .4 .5 Protect rolls from direct sunlight until ready for use. Liquid membrane and primers contain solvents and are f1ammabie. Do not use near open flame or spark. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Air Barriers and Vapour Retarders Section 07280 Page 3 February 11, 2008 1.8 Site Conditions 1.9 Coordination PART 2 - PRODUCTS 2.1 Materials .1 No installation work shall be performed during rainy or Inclement weather and on frost covered or wet surfaces. .1 Co-ordinate installation of sheet air-vapour barrier with Work of other Sections to achieve an air and vapour tight building envelope. .2 The General Contractor is to set up meetings with all relevant sub-trades including (but not limited to) Division 4, Division 6, Division 7 and Division 8 before work of these trades is started to ensure that all required transition flips between different sub- trades are provided in order to ensure continuity of air and vapour barriers. .1 Vapour Retarder (VB) .1 VB-1: Perminator 15 mil sheet membrane by W.R. Meadows Inc., complete with tape and termination bars. .2 Vapour Retarder Sealant Tape: 2" wide polyethylene with laminated cloth backing with high-tack rubber-faced adhesive in total min. thickness of 1.5 mil. .3 Air Barrier Membrane: 40 mils thick modified bituminous composite sheet, Blueskin SA by Bakor Inc., or other approved equivalents. .4 Air Barrier Membrane Primer: Monsey Bakor Blueskin Primer. .5 Foamed in Place Air Barrier: 1 component foamed in place polyurethane. Closed cell liquid system dispensed from pressurized cylinders; minimum density of 2 Ibslcu. ft. and R value of 6.9 per inch. Material shall conform to CAN/ULC- S102M. Enerfoam by Abisco Mfg. Co., Richmond Hill, or approved alternative. .6 Moulded Box Vapour Retarder: Factory-moulded polyethylene box for use with recessed electrical switch and outlet device boxes. .7 Sealant and Adhesive: Bakor 230-21 Blueskin Sealant. .8 Metal Fastening Bars: Minimum 1.5 mm thick x 19 mm (1/16" x 314") wide strips of sheet aluminum with compatible fasteners, and punched at 150 mm (6") o.C. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Air Barriers and Vapour Retarders I I I I I I I I I I I I I I I I I I I Section 07280 Page 4 February 11, 2008 PART 3 - EXECUTION 3.1 Examination 3.2 Preparation for Air Barrier Installation 3.3 Installation - Air Barrier Membrane .1 Do not proceed with air barrier installation until all defects in the substrate have been repaired. .1 Do not install air/vapour barrier until other Work that penetrates membrane has been completed. .2 Ensure that all surfaces to receive air barrier are smooth, clean, dry, and in good condition. Ensure that all moisture, grease, machine oil, and other foreign material have been removed. .3 Ensure that concrete has been cured minimum (14) days and dry before air barrier is applied. .4 Clean and prepare existing substrates to receive applied materials. Provide clean compatible substrates suitable for positive bond of membranes. Patch, fill and level surfaces with latex modified cementitious type parging, or other approved parging, as required to ensure smooth, solid substrates. .5 Cracks in masonry and concrete to be seaied with a strip of air barrier membrane (AB-2) fiashing, extending minimum 75 mm (3") on both sides of crack. Joints in substrate materials up to 6 mm (1/4") wide shall be filied with a trowel application of air barrier (AB-1) and reinforced with a strip of 50 mm (2") wide glass fibre tape. .6 .7 Apply primer to substrate for air barrier membrane (AB-2) flashing at rate recommended by air barrier manufacturer. .1 Install the membrane in strict accordance with the manufacturer's written instructions and the representatives on Site Instructions. .2 Ensure complete coverage of and adhesion to ali substrate to receive the air barrier membrane, including ali wall protrusions. Extend membrane 6" beiow sill plates at foundation walis. Co-operate with other Sections to ensure continuity of the barrier. .3 Apply the membrane to primed substrate in 8' lengthS or as recommended by the membrane manufacturer. .4 Tie-in to window frames, aluminium screens, hollow metal door frames, spandrel panels, roofing system and at the interface of dissimilar materials as indicated in Drawings. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Air Barriers and Vapour Retarders Section 07280 Page 5 February 11, 2008 .12 .13 .14 .15 .16 .17 .18 .5 Apply membrane so that horizontal joints overlap with the upper sheet over the lower sheet, shingle style. Lap all horizontal joints minimum 2' all side joints minimum 2-1/2' and all end joints minimum 6". Stagger vertical joints to avoid four way joints. .6 Apply a trowelled head of mastic to all terminations of the membrane at the end of a day's work and at membrane terminations. .7 Reinforce all inside and outside corners with a continuous 12" wide sheet membrane prior to installing the air barrier. .8 Fill gaps and joints with liquid membrane and reinforce with a continuous 12" wide sheet membrane prior to installing the air barrier. .9 Use liquid membrane at all protrusions and difficuit detail areas and provide a minimum 2-1/2" overlap with the sheet membrane. .10 Apply air barrier so that the exterior wall is air tight, with air tight junctures at openings, penetrations and edges. .11 Provide fiexible sheet membrane at all junctions with dissimilar materials and comers. Where attaching air seal membrane to metai frames, at expansion and control joints and the like, apply in addition to adhesive, continuous metal fastening bars with mechanical fastenings. Extend membrane at parapets to overlap with vapour barrier or membrane at roof and ensure continuous barrier. Repair punctures, rips and tears with pieces of membrane completely adhered to the damaged membrane. Where punctures and tears are extensive, replace entire damaged section. Install membrane over doors, windows and other openings to exterior walls. At openings, extend membrane 8" beyond jambs, heads and sills, for tie-in with windows and doors. Promptly roll all laps and membrane with a counter top roller to effect seal. Use mastic or fixing bars to adhere membrane to windows, doors etc. to maintain continuity of the barrier. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Air Barriers and Vapour Retarders I I I I I I I I I I I I I I I I I I I Section 07280 Page 6 February 11, 2008 3.4 Foamed In Place Air Barrier 3.5 Penetrations .1 Protect adjoining surfaces from over-extrusion of foam. .2 Use foamed in place air barrier between aluminum window frames (including curtain wall) and adjoining material ( i.e. masonry, concrete, concrete sill and concrete roof slab), around spandrel panels and at the inside corner of two walls of aluminum curtain wall. .3 Inject foam in place air barrier in accordance with manufacturer's printed instructions using pressure hoses and nozzles supplied by manufacturer. .4 Cut back over-extrusion of foam to allow for depth of sealant both sides of joint. .5 Carry out foaming application only when temperature is between 150C to 250C. .6 Finished application to be free of voids and imbedded foreign materials. .7 Do not allow foam to cover or spot surfaces outside of designated surface to be foamed. If necessary, use masking materials to prevent contamination of adjoining materials. .8 Seal around mechanical ductwork where penetrating air/vapour barrier. .9 Seal around perimeter of windows, sliding doors and window walls to seal gaps, cracks and holes between construction materials including air barrier components. .10 Seal air cavity in exterior masonry cavity wall at all window/window wall/sliding glass doors and window frames openings. .11 Seal around all exterior wail exhaust boxes where penetrating exterior envelope (walls, window walls, etc.). Foam sealant to penetrate to conceal fuil depth of exterior wall construction and conceal exhaust boxes (interior side) visible to view prior to concealment of same with exterior wall steel studding, batt insulation, etc. .1 Fit barriers tightly to ail window, screen and/or door frames and penetrating components and seal in a manner to maintain the continuity of air barriers. .2 Coordinate work with other sections to assure that the attachment of the air barriers to the window and/or screen frames will minimize the potential for condensation to occur on the frames. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 3.6 Field Quality Control - Air Barriers 3.7 Clean Up - Air Barriers 3.8 Vapour Retarders - General 3.9 Installation Vapour Retarder Under Concrete Floor Slab 3.10 Exterior Surface Air Barriers and Vapour Retarders Section 07280 Page 7 February 11, 2008 .3 Box in lighting fixtures and other devices penetrating into a suspended ceiling or soffit; include adequate ventilation space around all heat producing devices. .1 Air barriers manufacturer shall provide site inspections, technical assistance, and membrane application guidance, as may be necessary to complete the air barrier application. .1 Upon completion of work of this Section, inspect completed air barriers and repair all defects to meet the specifications. .2 Clean-up all debris, excess materials and equipment and remove from site. .3 Ciean work of all drippage, spills of sealant, mastic, and primers. .1 Install sheet vapour retarders on warm side of exterior wall, ceiling and soffits assemblies prior to installation of interior cladding. .2 Use sheets of largest practical size to minimize joints. .3 Inspect sheets for continuity. Repair punctures and tears effectively before Work is concealed. .4 Assure that vapour retarders, intended to function as air barriers, can withstand the air pressures to which they are exposed. .5 Lap joints minimum 4" and tape with sealant tape. .6 Inspect for continuity. Repair punctures and tears with sealing tape before work is concealed. .1 Install membrane in accordance with ASTM E-1643 and manufacturer's printed instructions. .2 Lay membrane in straight lines, extend up walls 150 mm (6") above finished floor elevation. Install termination bars. .3 Provide minimum 150 mm (6") overlap joints. Tape joints. .4 Seal all penetrations wtth collar cut from membrane and fitted as per manufacturer's instructions. Wrap and tape securely to penetration above finished floor elevation. .1 Cut sheet vapour retarder to form openings and ensure material is lapped and sealed to frame. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Air Barriers and Vapour Retarders I I I I I I I I I I I I I I I I I I I Section 07280 Page 8 February 11. 2008 3.11 Perimeter Seals 3.12 Lao Joint Seals 3.13 Electrical Boxes 3.14 Adiustments .1 Seal perimeter of sheet vapour retarder as follows: .1 Apply continuous bead of sealant to substrate at perimeter of sheets. .2 Lap sheet over sealant and press into sealant bead. .3 Ensure that no gaps exist In sealant bead. Smooth out folds and ripples occurring in sheet over sealant. .1 Seai lap joints of sheet vapour retarder as follows: .1 Attach first sheet to substrate. .2 Apply continuous bead of sealant over solid backing at joint. .3 Lap adjoining sheet minimum 6" and press into sealant bead. .4 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring In sheet over sealant. .1 Seal electrical switch and outlet device boxes that penetrate vapour retarder as follows: .1 Install moulded box vapour retarder. .2 Apply sealant to seal edges of flange to main vapour retarder and seal wiring penetrations through box cover. .1 Correct all work found to be defective by independent testing agencies. .2 Pay for the cost of testing if defects were found. I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 General Reauirements 1.2 Related Work 1.3 Submittals 1.4 Warranty PART 2 - PRODUCTS 2.1 Asohalt Shinales 2.2 Plastic Cement 2.3 Underlavment 2.4 Eaves and Valley Protection . 2.5 Roofina Nails Asphalt Shingle Roofing Section 07300 Page 1 February 11 , 2008 .1 Conform to Sections of Division 1 as applicable. .1 Vents and ducts penetrating roof: Division 15. .2 Conduits penetrating roof: Division 16. .3 Flashings for skylights: Section 07800 .1 Submit sample of asphalt shingle roofing for approval of colour and type of shingle. Submit sample of all materials and accessories for review prior to starting the work. .1 General Contractor to warrant work of this Section against defects and deficiencies for period of two (2) years from date Work is cerUfied as substantially performed in accordance with General Conditions. Promptly correct, at no expense to Owner. .2 Supply as well manufacturer's standard 40-year limited warranty. .1 Asphalt Shingles: Eclipse by EM CO Building Products Corporation, www.emcobp.com. .2 Colour Sunset Cedar. .1 BP Multi-Purpose Plastic Cement. .1 BP Glasguard. .1 BP Gripguard or approved equal. .1 CSA B111-1974 of galvanized steel or aluminum minimum 25 mm (1") long. Use of staples is not permitted. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Asphalt Shingle Roofing Section 07300 Page 2 February 11, 2008 2.6 Sheet Metal .1 Minimum 22 gauge overall thickness, zinc coating Z275 galvanized sheet steel, or Galvalume by Dofasco, pre-painted Colour #8000 Series QC8306 Charcoal or QC6072 Charcoal. 2.7 Drio Edoe .1 #408 by Ideal roofing or approved equal. 2.8 Sealant .1 Tremco Dymonic. 2.9 Vent Stack Covers .1 Purpose-made PVC with integral flashing collar. 2.10 Eavestrouohs .1 Supplied by Section 07620. 2.11 Fascia and Soffit .1 Supplied by Section 07620. 2.12 Precast Concrete .1 Purpose-made. Sol ash blocks PART 3 - EXECUTION 3.1 Installation of Asohalt Shinoles .1 Conform to CAN3-A123.51-M85, CRCA Specification SH.l, and manufacturer's printed instructions. N.S. Manufacturer's Instructions prohibit use of staples. Nails must be used. Use of staples voids the manufacturer's warranty. .2 Install sheet metal roof flashings, eavestroughs and downspouts, fascias and soffits, as detailed and as shown on Drawings. .3 Provide eaves protection with all seams lapped 150 mm (6"). Extend eaves protection min. 1800 mm (less overlap). .4 At valleys, provide 600 mm (24") wide sheet metal valley flashing centred down valleys. Install ice and water shield below. .5 Apply underlayment over entire roof area. .6 Install flashings from specified sheet metal on mechanical, electrical, and related Items passing through roof or located on roof and make them watertight. Install specified vent stack covers to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Asphalt Shingle Roofing Section 07300 Page 3 February 11, 2008 .7 For skylights install flashings supplied by skylight manufacturer to manufacturer's printed instructions supplemented with sheet metal flashings by this section. .8 Lock joint and seal flashing seams. .9 Isolation Coating: Coat dissimilar metals, which are in contact with isolation coating. .10 Install sealant as detailed and as required by 3.1.1. Prepare and install to manufacturer's printed instructions. .11 Install flashing, roofing and sealant as required to make watertight installation. .12 Install flashings at junction of shingles and elements above roof .13 Eavestrough, Downspouts Installation .1 Install under drip edge as detailed. Use minimum slope to keep eavestrough as high as possible on fascia. .14 Install one (1) splashblock at each downspout where shown. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Cladding Section 07410 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Reauirements 1.2 Related Work 1.3 Submittals 1.4 Delivery, Storage and Handlina 1 .5 Air Barrier PART 2 - MATERIALS 2.1 Materials .1 Conform to Sections of Division 1 as applicable. .1 Cap flashings supplied by this Section, but installed by Section 07620 Metal Flashing and Trim. Sealing: Section 07900, Sealants. .2 .3 Exterior Steel Studs, Air Barrier and Densdeck Sheathing: Section 05411 .1 Submit Shop and Erection Drawings in accordance the Section 01001, General Requirements. .2 Submit samples of steel cladding. Do not order material until colour samples have been approved. .1 Deliver materials to site only when Work of this Section can be started. .2 Should storage on site become necessary follow manufacturer's recommendations. .1 .2 Continuity of the air barrier is critical. Participate in planning and coordination meetings called by General Contractor. .3 Supply and install air barrier membrane and solid back up as required to ensure continuous and effective air barrier where work of different sections join together. .1 Steel Cladding, Soffits and Fascias and Back Sides of Parapets (all locations except mechanical rooftop units screen): .1 Vic West AD 300R or Agway Metals Inc., HF-IINF .2 .76 mm (22 gauge) .3 Zinc coating Z275, 04 mm thick .4 Supplement the AD 300R or Agway HF-IINF with 22 gauge flat stock in the same finish where shown or required. Steel Cladding I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 07410 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Installation .8 .9 .10 .1 .2 .3 .2 Mechanical Unit Screen: Corrugated profile, 13 mm depth, 22 gauge. All siding to be installed with corrugation in horizontal orientation. .3 Air Barrier Membrane: Blueskln by Bakor or Perma Barrier 400 by Grace or Sopra Seal-Stick 1100 by Soprema. Finish: 8000 Series by Stelco, colour OC8306 Charcoal or OC60n Charcoal. .4 .5 Girts: ASTM A446-7B, Grade A and ASTM A525-73, minimum 1.26 mm overall thickness (18 gauge), zinc coating 2275 at centres as determined by cladding thickness. .6 Insulation .1 Semi-rigid stone wool insulation batt. Cavity Rock by Roxul 400 x 1200 mm thickness shown, minimum 88 mm R17. .2 Supplement with spray foam insulation where required to ensure continuous insulation. CFC free polyurethane spray foam Walltite by BASF. .7 Fasteners: As recommended by cladding manufacturer, adequate for safe and secure fastening. Closures: Preformed, profile matching cladding profile. Sealant: CAN2-19.13-M82. Exposed Trim: Inside comers, outside comers, cap strip, drip cap, undersill trim, starter strip and window/door trim of same gauge material as steel cladding panels, same colour and gloss as cladding, with fastener holes pre-punched. Use profiles indicated. Install steel cladding in strict accordance with Shop Drawings, manufacturer's instructions and CGSB 93-6P-5M. Minimize joints. Supply cap flashings, as required, to Section 07510 for installation. Supply and install other flashings as required for proper completion of work. Install preformed comers at each corner. Do not use mitred comers or flat sheet steel comers I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Cladding Section 07410 Page 3 February 11, 2008 .4 Continuity of Air Barrier .1 Provide continuity of air barrier at all locations, openings and junctions with different materials and systems is critical for its performance. .2 Install air barrier to manufacturer's printed instructions and to requirements of Section 07280. .3 This Section must ensure that the air barrier is complete and continuous in all locations before instailing the insulation. .4 Participate in the planning session for the air barrier heid by the Construction Manager. .5 Inform the General Contractor of any gaps, discontinuities or the air barrier penetrating at junctions and transitions with work by other Sections before installing the insulation by this Section. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Related Work 1.2 References 1.3 Shoo Drawines 1.4 Storage and Handline 1.5 Environmental Reouirements Modified Bituminous Roofing Section 07550 Page 1 February 11, 2008 .1 Metal flashing: Section 07620, Metal Flashing and Trim. .2 Caulking: Section 07900, Joint Sealers. .3 Roof drains: Division 15. .1 CAN/CSA-A24 7 -M86 Insulating Fibreboard. CSA B35.3-1962 Tapping and Drive Screws (Slotted and Recessed Head, Thread). .2 .3 CGSB 37-GP-19M-76 Cement, Plastic, Cutback Tar. CAN/CGSB-37.29-M89 Rubber-Asphalt Sealing Compound. .4 .5 CGSB 37-GP-56M-BO Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing. .6 CAN/CGSB-51.31-M84 Thermal Insulation, Mineral Fibreboard for Above Roof Decks. .7 CAN/CGSB-51.33-MB9 Vapour Barrier Sheet, Excluding Polyethylene, for Use in Building Construction. .1 Submit shop drawings in accordance with Section 01001, General Requirements. .2 Provide layout for tapered insulation. .1 Provide and maintain dry, off-ground weatherproof storage. .2 .3 Remove only in quantities required for same day use. Place plywood runways over work to enable movement of material and other traffic. .4 .5 Store caulking at +5C minimum. Store insulation protected from dayiight and weather and deleterious materials. .1 Do not install roofing when temperature remains below -1BC for torch application. .2 Minimum temperature for solvent-based adhesive is -5C. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.6 Protection 1.7 ComDatibilitv PART 2 - PRODUCTS 2.1 Va Dour Retarder 2.2 Membrane 2.3 Bitumen 2.4 Polyisocyanurate Insulation Modified Bijuminous Roofing I I I I I I I I I I I I I I I I I I I Section 07550 Page 2 February 11, 2008 .3 Install roofing on dry deck, free of snow and ice, use only dry materials and apply only during weather that will not introduce moisture into roofing system. .1 Maintain one (1) ULC labeled fire extinguisher of suitable size and type for each torch applicator within 10m of torch applicator .2 Maintain fire watch for 1 hour after each day's roofing operations cease. .1 Compatibility between components of roofing system is essential. Provide written declaration if restating that questioned by Consultant stating that materials and components, as assembled in system, meet this requirement. .1 Base sheet vapour retarder: to CGSB 37-GP-56M, SBS elastomeric polymer prefabricated sheet, glass reinforcement, weighing 100 g/m. .1 Base sheet: to CGSB 37-GP-56M, SBS thermoplastic poiymer, prefabricated sheet, glass reinforcement, weighing 100 g/m. .2 Base sheet flashing: SBS 180 g/m. .1 Type 1, fully adhered .2 C-plain surfaced. .3 Grade 1-standard service .4 Top and bottom surfaces: .1 Polyethylene/polyethylene. Cap sheet: to CGSB 37-GP-56M, (SBS) thermoplastic polymer, prefabricated sheet, glass reinforcement, weighing 250 g/m. .1 Type 1, fully adhered. .2 Class A-granule surfaced. .3 Grade 1-standard service. .4 Bottom surface polyethylene. .3 .1 Asphalt: to CSA A 123.4, Type 2. .1 Insulation thickness: 100 mm (or thinner where indicated). I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Modified Bituminous Roofing Section 07550 Page 3 February 11 , 2008 2.5 Insulating Fibreboard 2.6 Sealers 2.7 Cant Stries 2.8 Roof Treads 2.9 Spray Foam Insulation 2.10 Fire Rated Sheathina PART 3 - EXECUTION 3.1 Workmanshie 3.2 Protection .1 To CAN/CSA-A247. Type 1-roof board, surface coated. .2 Tapered Fibreboard insulation where tapered insulation is shown. .1 Plastic cement: asphalt, to CAN/CGSB-37.S. Sealing compound: to CAN/CGSB-37.29, rubber asphalt type. .2 .3 Sealants: Dymonic by Tremco. .1 None are required. .1 Roof service treads fabricated from a cap sheet of altemate colour. Sized as required to form service walkway from access to roof to all sides of all rooftop equipment. .1 Spray Foam Insulation .1 CFC free polyurethane foam as manufactured by Instafoam. Hilti, or approved equal. .1 12.7 mm exterior grade Type X gypsum board. .1 Do roofing work in accordance with applicable, standard in Canadian Roofing Contractors Association (CRCAl Roofing Specifications Manual and to manufacturer's printed instructions. .2 Do priming for asphalt roofing in accordance with CGSB 37-GP- 15M. .1 Cover walls and adjacent work where materials hoisted or used. .2 Use warning signs and barriers. Maintain In good order until completion of work. .3 Clean off drips and smears of bituminous material immediately. .4 Dispose of rainwater off roof and away from face of building until roof drains or hoppers installed and connected. .5 Protect roof from traffic and damage. Modified Bituminous Roofing I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 07550 Page 4 February 11, 2008 3.3 Examination of Roof Decks 3.4 Gvosum Board 3.5 Vapour Retarder 3.6 Exposed Membrane Roofino Application .6 At end of each day's work or when stoppage occurs due to inclement weather, provide protection for completed work and materials out of storage. .1 Examine roof decks and immediately inform of Consultant in writing of defects. .2 Prior to commencement of work ensure: .1 Decks are firm, straight, smooth, dry, free of snow, ice or frost, and swept clean of dust and debris. .2 Curbs have been built. .3 Roof drains have been installed at proper elevations relative to finished roof surface. .4 Plywood and lumber nailer plates have been installed to deck, walls and parapets as indicated. .1 Install to OBC and ULC requirements. .1 Modified bituminous vapour retarder sheet. .2 Install to manufacturer's printed instructions. .1 Insulation: Mechanically fastened application: .1 Mechanically fasten insulation using screws and pressure distribution plates. .2 Number and pattern of screws per board to meet Factory Mutual requirements. .3 Place boards in parallel rows with ends staggered, and in firm contact with one another. .4 Cut end boards to suit. .5 Coordinate first layers of fiberboard installation with conduit installation. Fill around all junction boxes through the roof with spray foam insulation. .6 Install tapered insulation where indicated following reviewed shop drawings. .2 Base Sheet Application .1 Starting at low point of roof, perpendicular to slope, unroll base sheet, align and re-roll from both ends. .2 Unroll and torch base sheet onto substrate taking care not to bum membrane or its reinforcement. .3 Lap sheets 75 mm minimum for side and 150 mm minimum for end laps. .4 Application to be free of blisters, wrinkles and fishmouths. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Modified Bituminous Roofing Section 07550 Page 5 February 11, 2008 3.7 Field Quality Control .3 Cap Sheet Application .1 Starting at low point on roof, perpendicular to slope, unroll cap sheet, align and re-roll from both ends. .2 Unroll and torch cap sheet onto base sheet taking care not to burn membrane or its reinforcement. .3 Lap sheets 75 mm minimum for side laps and 150 mm minimum for end laps. Offset joints in cap sheet 300 mm minimum from those in base sheet. .4 Application to be free of blisters, fishmouths and wrinkles. .5 Do membrane application in accordance with manufacturer's recommendations. .4 Flashings .1 Complete installation of flashing base sheet stripping prior to installing membrane cap sheet. .2 Torch base and cap sheet onto substrate in 1 metre wide strips. .3 Lap flashing base sheet to membrane base sheet minimum 150 mm and seal by mopping or torch welding. .4 Lap flashing cap sheet to membrane cap sheet 250 mm minimum and torch weld. .5 Provide 75 mm minimum side lap and seal. .6 Properly secure flashings to their support, without sags, blisters, fishmouths or wrinkles. .7 Do work in accordance with manufacturer's recommendations. .5 Roof Penetrations .1 Install roof drain pans, vent stack covers and other roof penetration flashings and seal to membrane in accordance with the manufacturer's recommendations and details. .1 Inspection and testing of roofing application will be carried out by testing laboratory designated by Consultant. .2 Costs ottests will be paid by Owner. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Flashing and Trim Section 07620 Page 1 February 11, 2008 PART 1 GENERAL 1.1 General .1 Conform to Sections of Division 1 as applicab Ie. 1.2 Related Work .1 Wood, Blocking, Curbs, and Nailing Strips: Section 06101 Rough Carpentry. .2 2-Ply Inverted Modified Bituminous Roofing: Section 07550 Roofing. .3 TPO Roofing: Section 07520 TPO Roofing. .4 Flashing Over Aluminum Windows and Curtainwall: Section 08520. .5 Preformed Metal Cladding: Section 07410. 1.3 References .1 ASTM A526M-85 Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Commercial Quality. .2 ASTM A591-77(1983) Specification for Steel Sheet, Cold-Rolled, Electrolytic Zinc-Coated. .3 ASTM A606-85 Specification for Steel Sheet and Strip, Hot- Rolled and Cold-Rolled, High Strength, Low-Alloy, with Improved Atmospheric Corrosion Resistance. .4 ASTM A792M-85a Specification for Steel Sheet, Aluminum-Zinc Alloy-Coated by the Hot-Dip Process. .5 ASTM 0523-85 Test Method for Specular Gloss. .6 ASTM 0822-86 Recommended Practice for Operating Light - and water - Exposure Apparatus (Carbon-Arc Type) for Testing Paint, Varnish, Lacquer, and Related Products. .7 CSA A123.3-M1979 Asphalt or Tar Saturated Roofing Felt. .8 CSA B111-1974 Wire Nails, Spikes and Staples. .9 CAN/CGSB-37.5-M89 Cutback Asphalt Plastic Cement. .10 CAN/CGSB-51.32-M77 Sheathing, Membrane, Breather Type. .11 Canadian Roofing Contractors Association (CRCA). 1.4 Sam Dies .1 Submit duplicate 50 x 50 mm samples of each type of sheet metal material, colour and finish. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Flashing and Trim I I I I I I I I I I I I I I I I I I I Section 07620 Page 2 February 11, 2008 PART 2 - PRODUCTS 2.1 Prefinished Sheet Steel 2.2 Accessories 2.3 Fabrication .1 .2 .3 .1 Prefinished steel, (22 gauge), .76 mm, Z275 Galvanized. Stelco 8000 Series, colour QC8306 Charcoal or QC6072 Charcoal. .1 Isolation Coating: Alkali resistant bituminous paint. .2 Plastic Cement: To CGSB 37-GP-5Ma. .3 Underlay for Metal Flashing: Membrane flashing FR40 by Lexsuco or Blueskin by Bakor. .4 Sealants: Dymerlc by Tremco. .5 Cleats: Of same material, and temper as sheet metal, minimum 50 mm wide. Thickness mm same as sheet metal being secured. .6 Fasteners: Of same material as sheet metal, to CSA B111, ring thread flat head roofing nails of length and thickness suitable for metal flashing application. .7 Washers: Of same material as sheet metal, 1 mm thick with rubber packings. .8 Precast concrete splash pads: Purpose made. .9 Solder: To ASTM B32. .10 Flux: Rosin, cut hydrochloric acid or commercial preparation suitable for materials to be soldered. .11 .12 Membrane Flashing Adhesive: CA103 by Lexsuco. Eavestroughs and Downspouts: Fabricate from prefinished 24 gauge sheet steel to profile shown. .13 Fascia and Soffit: Fabricate from 22 gauge sheet steel. .14 Fascias: Fabricate from 22 gauge sheet steel. Fabricate metal flashings and other sheet metal work in accordance with applicable CRCA 'FL' series details and as indicated. Form pieces in 2400 mm maximum lengths. Make allowance for expansion at joints. Hem exposed edges on underside 12 mm. Miter and seal comers with sealant. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Flashing and Trim Section 07620 Page 3 February 11, 2008 2.4 Metal Flashinos 2.5 Pans 2.6 Reglets and Cap Flashinos PART 3 - EXECUTION 3.1 Installation .4 Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance. .5 Apply isolation coating to metal surfaces to be embedded In concrete or mortar. .1 Form flashings, copings and fascias to profiles indicated using prefinished sheet metal. .1 Form pans to receive roofing plastic 22 gauge galvanized sheet metal with minimum 75 mm upstand above finished roof and 100 mm continuous flanges with no open comers. Solder joints. Make pans minimum 50 mm wider than member passing through roof membrane. .1 Form metal cap flashing of 22 gauge sheet metal to be built into reglets in masonry work for base flashings as detailed in accordance with CRCA FL series details. Provide slotted fixing holes and steel/plastic washer fasteners. Cover face and ends with plastic tape. Apply isolation coating in membrane between sheet metal flashing and aluminum window components. .2 .1 Install sheet metal work in accordance with CRCA FL series details, Metal Work in Building Construction and as detailed. .2 Use concealed fastenings except where approved before installation. .3 Provide underlay under sheet metal. Secure in place and lap joints 100 mm. .4 Counterflash bituminous flashings at intersections of roof with vertical surfaces and curbs. Flash joints using S-Iock forming tight fit over hook strips. .5 Lock end joints and caulk with sealant. .6 Turn top edge of flashing into recessed reglet or mortar joint minimum of 25 mm. Lead wedge flashing securely into joint. Caulk flashing at reglet and cap flashing with sealant. .7 .8 Install pans around items projecting through roof membrane. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Metal Flashing and Trim Section 07620 Page 4 February 11, 2008 3.2 Flashings for Wood Trellis .1 Install 22 gauge metal flashings to each wood member of trellis and shading screens. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Skylights Section 07800 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Reauirements 1.2 Related Work 1.3 Submittals 1.4 Warranty PART 2 - PRODUCTS 2.1 Materials .1 Conform to Sections of Division 1 as applicable. .1 .2 Framing of Openings: Division 6. Insulated Curbs (Type 1 Skylights): Sections 06101 and 07210. .3 Flashings and Counter Flashings: By Section 07620. .1 Submit Shop Drawings in accordance with Section 01005 showing all fabrication and installation details. .2 At completion of the project submit for incorporation in Maintenance Manual, in triplicate, maintenance instructions for the Work of this Section. Refer to Section 01782. .1 Warrant the Work of this Section against defects and deficiencies in accordance with G.C.40 and G.C. 42 of General Conditions of the Contract as amended by Supplementary General Conditions for a period of five years from the date of the Certificate of Substantial Performance. Promptly make good defects which become evident during the warranty period. .1 Fixed Skylights .1 Plastic skylights to CAN/CGSB-63-14, Type 2 double glazed, Class A, aluminum frame. Types, Sizes and Shapes as Shown on Drawings: .1 Type 1 .1 .2 Continuous Ridge Dome Model RD by Slimlite Skylights, size of skylight as shown, clw extruded aluminum curb mounting frame with integral condensation and weepage gutters and vinyl Therm "L" Bar, extruded aluminum intermediate supports and retaining frame suitable for mounting on 4" wide curb. Insulated Curb by 06101, Flashings by Roofing Sections. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Skylights Section 07800 Page 2 February 11, 2008 .2 Type 2 .1 Square Domed Skylights, Model FBDD by Slimlile Skylights, sizes as shown, factory fabricated units, each consisting of an acrylic plastic outer dome and acrylic plastic inner dome, compiete with extruded aluminum curb mounting frame with integral condensation and weepage gutters and Vinyl Therm "L" bar and retaining frame suitable for mounting on 4' wide curb. .2 Insulated Curb by 06101, Flashings by Roofing Section. .3 Type 3 .1 Continuous Dome Unit, 4' Curb Mount, FBDD by Slim lite Skylight, size of skylight as shown, factory fabricated unit. .2 Complete with extended aluminum curb mounting frame with integral condensation and weepage gutters and Vinyl Therm "L' Bar and retaining frame, extruded aluminum intermediate supports and retaining frame suitable for mounting on 4' wide curb. .3 Insulated Curb by 0601, Flashings by Roofing Sections. .3 Acceptable Manufacturers .1 Slim lite Skylights, 380 Tapscott Road, Units 11 -13, Scarborough, Ontario, M1B 2Y8, tel. 416- 293-8200, fax 416-283-6721. .2 No other acceptable manufacturers (unless added by Addendum). .4 Glazing for all Skylights .1 Plastic: To CAN/CGSB-12.12, .187 mm thick, acrylic, surface flame spread rating of not more than 150. .2 Outer Layer: High impact acrylic, bronze. .3 Inner Layer: Clear acrylic. .2 Screws: Stainless steel. .3 Sealant: C-2-25-B-N Tremco Dymonic. 19.13-M87, Class M-2-40-A-N. CAN/CGSB- .4 Flashing and Counter Flashings: Prepainted sheet metal, by Section 07620. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Skylights Section 07800 Page 3 February 11, 2008 2.2 Fabrication .1 Fit and assemble work in shop. Execute work in strict accordance with details and reviewed Shop Drawings. All fabrication must be completed in the shop, including all required gaskets and caulking. .2 Fabricate work square, true, straight, plumb and level, accurately to size detailed and free from distortion, waves, twists, buckles or other defects detrimental to appearance or performance. .3 All skylights shall come to site as prefabricated complete units. No site assembly of components is permitted. PART 3 - EXECUTION 3.1 Installation .1 Install in accordance with manufacturer's printed instructions. .2 Contractor shall have a copy of manufacturer's printed instructions on site before starting the Work. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Sealants Section 07900 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General Reouirements 1.2 Summary 1.3 Qualitv Assurance 1 .4 References .1 Comply with Sections of Division 1 as applicabie. .1 This Section specifies caulking and seaiants not specified in other Sections. .2 All caulking associated with masonry work (including control joints) is part of the work of Section 07900. .3 Refer to other Sections for other caulking and sealants. .1 Submit schedule of sealants indicating products to be used for the various joints. .2 Submit a signed letter from the sealant manufacturers prior to commencement of Work of Section which states: .1 Sealant materials are selected for use from those specified; .2 Surface preparation requirements; .3 Priming and application procedures; .4 Verification that sealants are suitable for purposes intended and joint design; .5 Sealants are compatible with other materials and products with which they come in contact including but not limited to sealants provided under other Sections, insulation adhesives, bitumens, membranes, concrete, concrete block, cladding materials, metals and metal finishes; .6 Verification that sealants are suitable for temperature and humidity conditions at time of application. .1 CAN/CGSB-19.13-M87 Sealing Compound, One-component, Elastomeric, Chemical Curing. .2 CAN/CGSB-19.17-M90 One-Component Acrylic Emulsion Base Sealing Compound. .3 CAN/CGSB-19.21-M87 Sealing and Bedding Compound Acoustical. .4 CAN/CGSB-19.24-M90 Multi-component, Chemical Curing Sealing Compound. .5 CAN/CGSB-19.13.M82, Neutral Cure Silicone, one part sealing compound. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Sealants I I I I I I I I I I I I I I I I I I I Section 07900 Page 2 February 11, 2008 1.5 Samples 1.6 Mock-Up 1.7 Delivery, Storage and Handlina 1 .8 Environmental and SafelY Reauirements PART 2 - PRODUCTS 2.1 Sealant Material Desianations .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate samples of each type of material and colour. .1 Construct mock-up in accordance with Section 01001 - General Requirements. .2 Construct mock-up to show location, size, shape and depth of joints complete with back-up materiai, primer, caulking and sealant. Mock-up may be part of finished work. .3 Allow five (5) working days for review of mock-up by Consultant before proceeding with sealant work. .1 Deliver and store materials in original wrappings and containers wnh manufacturer's seals and labels, intact. Protect from freezing, moisture, water and contact with ground or floor. .1 Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage, and disposal of hazardous materials; and regarding labeling and provision of material safety data sheets acceptable to Labour Canada. .2 Conform to manufacturer's recommended temperatures, relative humidity, and substrate moisture content for application and curing of sealants including speciai conditions governing use. .3 Follow safety and health precautions recommended in manufacturer's Material Safety Data Sheet. .1 Polysulphide Two Part .1 Self-Leveling to CAN/CGSB-19.24, Type 1, Class S, colour custom colour as selected. Tremco Dymeric or approved equal. .2 Polysulphide Two Part .1 Non-Sag to CAN/CGSB-19.24, Type 2, Class B, custom colour selected by Consultant. Tremco Dymeric or approved equal. .3 Interior Mildew Resistant Silicones, One Part .1 Dow Corning 786. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Sealants Section 07900 Page 3 February 11, 2008 2.2 Sealant Selection .4 Acrylic Latex One Part .1 To CAN/CGSB-19.GP-5M. equal. Tremco 555 or approved .5 Acoustical Sealant .1 To CAN/CGSB-19.21. Tremco Acoustical Sealant or approved equal. .6 Silicone Structural Adhesive: 995 Structural Adhesive by Dow Corning, colour: black. .7 Expanding Foam Sealant .1 Sealant Type "G': Expanding Foam Sealant: Non- staining, non-migratory, acrylic impregnated preformed expanding open cell polyurethane foam sealant laminated to closed cell foam, 25% oversized. Emseal Colour-Seal by Emseal Corporation. colour to be selected from manufacturer's standard offering. .8 Preformed Compressible and Non-Compressible Back-up Materials .1 Polyethylene, Urethane, Neoprene or Vinyl Foam .1 Extruded ciosed cell foam backer rod. Tremco soft rod or approved equal. .2 Size: oversize 30 to 50%. .2 Bond Breaker Tape .1 Polyethylene bond breaker tape which will not bond to sealant. .1 Perimeters of exterior openings where frames meet exterior facade of building: Sealant type: 2 Part Polysulphide. .2 Control and expansion joints in exterior surfaces of brick masonry walls: Sealant type: 2 Part Polysulphide. Colour to match brick. .3 Coping joints and coping-to facade joints: Sealant type: 2 Part Polysulphide. .4 Cornice and wash (or horizontal surface joints): Sealant type: 2 Part Polysulphide. .5 Exterior joints in horizontal wearing surfaces Sealant type: 2 Part Polysulphide, type 1, self leveling. .6 Seal interior perimeters of exterior openings Sealant type: Acrylic Latex. Sealants I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 07900 Page 4 February 11, 2008 2.3 Joint Cleaner PART 3 - EXECUTION 3.1 Protection 3.2 Preparation of Joint Surfaces .2 .1 .2 .7 Perimeters of interior frames, as detailed and itemized: Sealant type: Acrylic Latex. This includes perimeters of doors, screens and window frames both sides, around wall projections, all joints or junctions of materials, interior joints to receive paint finish and any location in interior on drawings showing sealant not covered by the above. .8 Interior masonry vertical control joints (block-to-block, block-to- concrete, and intersecting masonry walls): Sealant Type: Acrylic Latex. .9 Joints at tops of non-load bearing masonry walls at the underside of poured concrete: Sealant type: Acoustic Sealant. .10 Perimeter of bath fixtures closets, basins, vanities): resistant silicone. (e.g. sinks, urinals, stools, water Sealant Type: Interior mildew .11 Exposed interior control joints in drywall: Sealant Type: Acrylic Latex. .12 Structural glazing joints in curtainwall and glass entrance pavilion: Silicone structural adhesive. .13 Perimeter of doors, windows, structural connections and service penetrations at exterior walls (including walls to underground garage) to ensure continuity of air barrier: Expanding foam sealant. .1 Non-corrosive and non-staining type, compatible with joint forming materials and sealant recommended by sealant manufacturer. Primer: As recommended by manufacturer. .1 Protect installed work of other trades from staining or contamination. Examine joint sizes and conditions to establish correct depth to width relationship for installation of backup materials and sealants. Clean bonding joint surfaces of harmful matter substances including dust, rust, oil grease, and other matter which may impair work. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Sealants Section 07900 Page 5 February 11 , 2008 3.3 Primina 3.4 Backu 0 Material 3.5 Mixino 3.6 Aoolication .3 Do not apply sealants to joint surfaces treated with sealer, curing compound, water repellent, or other coatings unless tests have been performed to ensure compatibiiity of materials. Remove coatings as required. .4 Ensure joint surfaces are dry and frost free. .5 Prepare surfaces in accordance with manufacturer's directions. .1 Where necessary to prevent staining, mask adjacent surfaces prior to priming and caulking. .2 Prime sides of joints in accordance with sealant manufacturer's instructions immediately prior to caulking. .1 Apply bond breaker tape where required to manufacturer's instructions. .2 Install joint filler to achieve correct joint depth and shape, with approximately 30% compression. .1 Mix materials in strict accordance with sealant manufacturer's instructions. .1 Sealant .1 Apply sealant in accordance wtth manufacturer's written instructions. .2 Mask edges of joint where irregular surface or sensitive joint border exists to provide neat joint. .3 Apply sealant in continuous beads. .4 Apply sealant using gun with proper size nozzle. .5 Use sufficient pressure to fill voids and joints solid. .6 Form surface of sealant with full bead, smooth, free from ridges, wrinkles, sags, air pockets, embedded impurities. .7 Tool exposed surfaces before skinning begins to give slightly concave shape. .8 Remove excess compound promptly as work progresses and upon completion. .2 Curing .1 Cure sealants in accordance with sealant manufacturer's instructions. Do not cover up sealants until proper curing has taken place. 2 Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Sealants Section 07900 Page 6 February 11, 2008 .3 Cleanup .1 Clean adjacent surfaces immediately and leave work neat and clean. .2 Remove excess and droppings, using recommended cleaners as work progresses. .3 Remove masking tape after initial set of sealant. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 General Reouirements 1.2 Related Work 1.3 References 1.4 Requirements of Reaulatorv Aoencies Steel Doors, Frames and Screens Section 08111 Page 1 February 11, 2008 .1 Conform to Sections of Division 1 as applicable. .1 Building-in and 04050 Grouting Frames in Masonry: Section Masonry Procedures. .2 Caulking of joints between frames and other building components: Section 07900 Sealants. .3 Supply of Finish Hardware, including Weatherstripping and Mounting Heights: Section 08710, Finish Hardware. .4 Glazing: Section 08800. .1 ASTM A366-85 Specification for Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. .2 ASTM A526M-85 Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Commercial Quality. .3 CAN4 Sl 04M-M80 Fire Tests of Door Assemblies. .4 CAN4 S105M-M85 Fire Door Frames. .5 CAN/CSA-G40.20-M87 General Requirements for Rolled or Welded Structural Quality Steel. .6 CGSB l-GP-40M-79 Primer, Structural Steel, Oil Alkyd Type. .7 CGSB l-GP-181-77 Coating, Zinc-Rich, Organic, Ready Mixed. .8 CGSB 51-GP-21M-78 Thermal Insulation, Urethane and Isocyanurate, Unfaced. .9 Canadian Steel Door and Frame Manufacturers' Association, (CSDFMA) Canadian Manufacturing Specifications for Steel Door and Frames, 1982. .10 NFPA 80-1986 Fire Doors and Windows. .1 Steel Fire Rated Doors and Frames: Labeled and listed by an organization accredited by Standards Council of Canada in conformance with CAN4 S104M-80 revised 1985 and CAN4 S105M-1985 for ratings specified or indicated. .2 Install labeled steel fire rated doors, frames and hollow metal screens to NFPA 80. Steel Doors, Frames and Screens I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008.7 Section 08111 Page 2 February 11, 2008 1.5 Shop Drawinos PART 2 . PRODUCTS 2.1 Materials .3 Refer to Drawings and Door Schedule for location of rated frames, doors and hollow metal screens. .1 Submit Shop Drawings in accordance witlh Section 01001. .2 Indicate each type of door, material, steel cora thicknesses, mortises, reinforcements, location of exposed fasteners, arrangement of hardware and fire rating. .3 Indicate each type frame material, core thickness, reinforcements. glazing stops, location of anchors and exposed fastenings and finishes. .1 Steel Sheet: Cold rolled, commercial quality to ASTM A366, matte finish. .2 Galvanized Steel Sheet: Lock.forming quality to ASTM A527, Coating Designation, mill phosphatized (wipe coated) ZF001 for interior doors and frames. .3 Galvanized Steel Sheet: Commercial quality to ASTM A526, with Coating Designation Z275, mill phosphatized, for exterior doors and frames. .4 Steel Core Thickness, Zinc Coating and Overall Thickness (Refer to pages 5 and 6.). .5 Door Core .1 Interior Honeycomb: Structural core consisting of Kraft paper having 20 mm cell size to thickness indicated. .2 Exterior Bonded Core: Urethane or Isocyanurate board insulation to CGSB 51--GP.21M.78. .6 Provide otlher door and frame components in accordance with CSDFMA requirements. .7 Primer .1 For Galvanized Steel Sheet: CGSB 1-GP.181M. 77+Amdt-Mar-78. .2 For Cold Rolled Steel Sheet: CGSB 1.GP.40M-79. I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 2.2 Fabrication I I I I I' I I I I I I I I 2.3 Doors 2.4 Frames and Hollow Metal Screens PART 3 - EXECUTION 3.1 Installation General Steel Doors, Frames and Screens Section 08111 Page 3 February 11, 2008 .1 Fabricate doors and frames as detailed, to Canadian Steel Door and Frame Manufacturers' Association, (CSDFMA) Canadian Manufacturing Specifications for Steel Doors and Frames, 1982; except where specified otherwise. Reinforce door and frames to suit hardware requirements specified Section 08710 - Finish Hardware. .2 Blank, reinforce, drill and tap doors and frames for mortised hardware. Reinforce doors and frames for surface mounted hardware. .3 Shop prime cold rolled steel sheet. .4 Apply, at factory, touch up primer to doors and frames manufactured from galvanized steel where coating has been removed during fabrication. .5 Fabricate fire rated doors and frames in accordance with applicable standards, complete with required label. .1 Make provision for louvres and glazing as indicated and provide necessary glazing stops. .2 Fabricate exterior doors with top and bottom channels flush and filled solid, extending full width of door and welded to both faces. .1 All Frame and Hollow Metal Screen Sections shall have a face dimension of 32 mm. .2 Cut mitres and joints accurately and weld continuously on inside of frame profile. .3 Grind welded comers and joints to flat plane, fill with metallic paste filler and sand to uniform smooth finish. .4 Provide adjustable jamb anchors for fixing at floor. .5 Install 3 bumpers on strike jamb for each single door and 2 bumpers at head for pairs of doors. .6 Make provision for glazing as indicated and provide necessary glazing stops. .1 Install in accordance with National Fire Codes, Volume 4, produced by National Fire Protection Association (NFPA) 80. Steel Doors, Frames and Screens I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08111 Page 4 February 11, 2008 3.2 Door Installation 3.3 Frame Installation 3.4 Finish ReDairs .1 Install doors and hardware in accordance with hardware templates and manufacturer's instructions and Section 08710 _ Finish Hardware. I I '. I I I I I I I I I I I I I I .2 Provide even margins between doors and jambs and doors and finished floor and thresholds as follows: .1 Hinge side: 1.0 mm. .2 Latchside and head: 1.5 mm. .3 Finished floor, top of carpet noncombustible sill and thresholds: 13 mm. .3 Adjust operable parts for correct function. .1 Set frames plumb, square, levei and at correct elevation. .2 Secure anchorages and connections to adjacent construction. .3 Brace frames rigidly in position while building-in. Install temporary horizontal wood spreader at third points of door opening to maintain frame width. Provide vertical support at centre of head for openings over 1200 mm wide. Remove temporary spreaders after frames are built-in. .4 Make allowances for deflection of structure to ensure structural loads are not transmitted to frames. .1 Touch up installation. Steel Core Thickness with primer galvanized finish damaged during Interior Exterior Zinc Design ZF001 Overall Thickness Zinc Design Z275 Overall Thickness .1 Doors (Exterior) - Door faces - Top and bottom end channels - Vertical stiffeners 1.2 mm(18 msg) 1.2 mm(18 msg) 1.0 mm(20msg) 1.2 mm+1.24 mm 1.2 mm+1.24 mm 1.0 mm+1.04 mm OR .2 Doors (Interior) - Door faces 1.0 mm(20 msg) - Top and bottom end channels 1.2 mm(18 msg) 1.04 mm+1.04 mm 1.24 mm+1.24 mm I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Steel Doors, Frames and Screens Section 08111 Page 5 February 11, 2008 .3 Reinforcements - Lock and strike reinforcements - Hinge reinforcements - Flush bolt reinforcement - Door closer .4 Door Frames - Door frames .5 Anchors - T -strap type - Stirrup-strap type (50 mm x 250 mm/2' x 10') - Jamb floor anchors - Jamb spreaders - Mortar guard boxes - Glass mouldings 1.6 mm(16msg) 3.5 mm(10msg) 1.65 mm (16msg) 2.8 mm(12msg) 1.6mm(16msg) 1.6 mm(16msg) 1.6 mm(16msg) 1.2mm(18msg) 0.80 mm(22msg) 1.00 mm (20msg) 1.6 mm+1.65 mm 3.5 mm+3.54 mm 1.6 mm+1.64 mm 2.8 mm+2.84 mm 1.6mm+l.64mm 1.6 mm+l.64 mm 1.6 mm+l.64 mm 1.2 mm+l.24 mm 0.08 mm+0.B4 mm 1.00 mm+l.04 mm I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Doors and Frames and Aluminum Interior Screens Section 08120 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1 .3 References 1.4 Desion Criteria 1.5 Samoles .1 Conform to requirements of Division 1 as applicable. .2 Manufacturer's nameplates may not be attached to any visibie components. .3 This Section includes the supply and installation of aluminum doors, frames, interior screens and all required hardware. .1 Caulking of joints between frames and other building components Automatic sliding entrance doors Section 08460 Section 07900 Seaiants .2 .3 Supply of cylinders Section 08710 Door Hardware .1 Aluminum Association Designation System for Aluminum Finishes-1980. .2 ASTM E330-90 Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. .3 CAN/CSA-G40.21-92 Structural Quality Steels. .4 CSA G164-M92 Hot Dip Galvanizing of Irregularly Shaped Articles. .5 CGSB 1-GP-40M-79 Primer, Structural Steel, Oil Alkyd Type. CAN/CGSB-12.1-M90 Tempered or Laminated Safety Glass. .6 .1 Design frames and doors in exterior walls to: . .1 Accommodate expansion and contraction within service temperature range of -35 to 350C. .2 Limit deflection of mullions to maximum 1/175th of clear span when tested to ASTM E330 under wind load of 1.2 kpa. .3 Conform to the requirements of OBC. .1 Submit samples in accordance with Section 01001 - Generai Requirements. .2 Submit one (1) 300 x 300 mm comer sample of each type door and frame. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Doors and Frames and Aluminum Interior Screens I I I I Section 08120 Page 2 February 11, 2008 1.6 Shop Drawinos 1.7 Maintenance Data 1 .8 Protection PART 2 - PRODUCTS 2.1 Manufacturer 2.2 Materials .3 Submit sample showing glazing detail, reinforcement, and finish. .4 Frame sample to show glazing stop, door stop, jointing detail, and finish. .1 Submit shop Drawings in accordance with Section 01001 _ General Requirements. I I I I I I I I I I I I I I I .2 Indicate each type of door and frame, extrusion profiles, method of assembly, section and hardware reinforcement, locations of exposed fasteners, and finishes. .3 Submit catalogue details for each type of door and frame illustrating profiles, dimensions and methods of assembly. .1 Provide operation and maintenance data for cleaning and maintenance of aluminum finishes for incorporation into manual specified in Section 01001 - General Requirements. .1 Apply temporary protective coating to finished surfaces. Remove coating after erection. Do not use coatings that will become hard to remove or leave residue. .2 Leave protective covering in place until final cleaning of building. .1 Standard Aluminum Doors: Kawneer is the named manufacturer for all doors and components of this Section. Alumicor and Fulton are accepted alternatives. Other manufacturers will be considered if a submission is made in writing 7 days in advance of close of the bid. If accepted an addendum will be issued. If no such addendum is issued, base the bid on the named products. .1 Aluminum Extrusions: Aluminum Association alloy AA6063-T54 anodizing quality, Finish Clear Anodized. .2 Sheet Aluminum: All sheet aluminum is to be clear anodized, by Kawneer, 2.0 mm thick (0.080") post anodized (after brake forming). .3 Steel Reinforcement: To CAN/CSA-G40.21, grade 300W. .4 Fasteners: Stainless steel, finished to match adjacent material. I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Doors and Frames and Aluminum Interior Screens Section 08120 Page 3 February 11, 2008 2.3 Exterior Aluminum Doors .5 Weatherstrip: Replaceable plastic backed wool pile. .6 Door Bumpers: Black neoprene. .7 Door Bottom Seal: Adjustable door seal with anodized extruded aluminum frame and vinyl weather seal, surface mounted with drip cap, closed ends. .8 Isolation Coating: Alkali resistant bituminous paint. .9 Glass: Glazing types as shown on elevations. Glass is specified in Section 08800. .10 Glazing Materials: Black, closed cell elastomer. .11 Sealants: As specified in Section 07900. .12 Air Vapour Barrier: Blueskin by Bakor cIw Bakor adhesive compatible with substrate. .1 Door Type D1 .1 Flushline Entrances by Kawneer or equivalent by Fulton or Alumicor. .2 Entrance door of porthole extrusions for top rails, bottom rails and stiles. Stiles and top rails solid on top to prevent rain penetration. .3 44.5 mm thick basic section with interior reglets. .4 Door core filled with foamed-In-place insulation. .2 Door Type D2 (all doors except D1 or D3) 350 Medium Style with modified bottom rail door by Kawneer or equivalent by Alumicor or Fulton. .1 Construct door of porthole extrusions with minimum wall thickness of 3 mm. .2 Door stiles nominal 90 mm wide plus or minus 6 mm. .3 Top rail and intermediate rail nominal 90 mm wide plus or minus 6 mm. Top rail and stiles solid at top to prevent rain penetration. .4 Bottom rail nominal 190 mm high plus or minus 6 mm. .5 Reinforce mechanically-joined comers of doors to produce sturdy door unit. .6 Glazing stops: Interlocking snap-in type for dry glazing. Exterior stops: Tamperproof type. .7 25 mm insulating glass unit, clear tempered glass. Type GL-3 (details same as GL-3 specified in 08800) except inner and outer lites are tempered. .3 Door Type D3 .1 Same as D1 except with double glazed (tempered glass) narrow vertical lite as shown. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 2.4 Aluminum Frames, Exterior Doors Aluminum Doors and Frames and Aluminum Interior Screens I I I I I I I I I I I I I I I I I I I Section 08120 Page 4 February 11, 2008 .4 Reinforce mechanically-joined corners of doors to produce sturdy door unit. .5 Glazing stops: interlocking snap-in type for dry glazing. Exterior stops: Tamperproof type. .6 Hardware .1 This Section is to supply and install a compiete set of hardware for all doors inciuding barrier free door operators where shown. N.B. The cost of the supply and installation of all required hardware for aluminum doors is by this Section not the Hardware Cash Allowance specified in 01001. .2 For Type 01 and 02 Doors: Continuous stainless steel hinges. .3 Doors: Panics: Von Duprin 99EO Rim Type Panic non- handed, touch bar dogging, clw trim. Install and prep for cylinder supplied by Hardware Cash Allowance (Section 01001). .4 Closers: LCN 4040 Super Smoothie Surface closer. .5 Pulls: Architects Classic Tubular Section Push Pulls by Kawneer Pulls one (1) set per door, Vertical Section 1500 mm high. Material: Aluminum, Finish: Clear anodized, #26, Class 1. .6 Door stops to fit each conditions. .7 Barrier-Free Door Operators .1 Two (2) required: 100.1 and 100.2. .2 Power swing by Stanley or approved equal. .3 Supply blank header to cover adjacent door. .4 Jamb type buttons, stainless steel finish. .8 GT System 710 Gemini by Wabco Entrances Ltd., distributed by Portomatic is an approved alternate. Portomatic Tel: 613-795-1598. Finish in barrier free operators is to match clear anodizing. .9 Extruded aluminum thresholds to suit conditions. .10 All miscellaneous items to provide complete hardware package of standard compatible with items above. .11 Install hardware supplied by this Section and Hardware. Supplied by 08700 such as cylinders. .12 Hardware to be compatible with security devices supplied and installed by others. Investigate and confirm during shop drawing stage. Issue statement at that time confirming compatibility. .13 All hardware to have clear anodized finish. .14 Prepare doors and frames to suit security devices supplied and installed by others. .1 Construct insulated frames of aluminum extrusions with minimum wall thickness of 3 mm. .2 Frame members 50.8 x 114.3 mm nominal size. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Doors and Frames and Aluminum Interior Screens Section 08120 Page 5 February 11, 2008 2.5 Aluminum Finishes 2.6 Steel Finishes 2.7 Fabrication Exterior Doors 2.8 Interior Aluminum Glazed Screens .3 Kawneer Tri-fab 450T, thermally broken framing system. .4 Where door occurs within curtainwall system use curtainwall system for the frame. .1 Finish exposed surfaces of aluminum components in accordance with Aluminum Association Designation System for Aluminum Finishes. .1 Two (2) coat Duranar finish (or equivalent A1umicor or Fulton finish). Custom colour selected by Consultant. One (1) custom colour (Charcoal Grey) will be used on the project. .1 Finish steel clips and reinforcing steel with zinc coating to CSA G164. .1 Doors and framing to be by same manufacturer. .2 Fabricate doors and frames to profiles and maximum face sizes as shown. Provide minimum 22 mm bite for insulating glazed units. .3 Provide structural steel reinforcement as required. .4 Fit joints tightly and secure mechanically. .5 Conceal fastenings. .6 Mortise, reinforce, drill and tap doors, frames and reinforcements to receive hardware. .7 Isolate aluminum from direct contact with dissimilar metals, concrete and masonry. .1 1600 Curtainwall by Kawneer or 2500 by A1umicor or Fulton equivalent where shown. .2 Glass: 6 mm single glazing tempered, type as shown. .3 Interior Aluminum Glazed Screens to match exterior detail except use single glazing. .4 Refer to Section 08520 for detailed specification of .1 and .2 above. Aluminum Doors and Frames and Aluminum Interior Screens I I :1 I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08120 Page 6 February 11, 2008 PART 3 - EXECUTION 3.1 Installation 3.2 Glazina 3.3 Caulkina 3.4 Air Barrier .1 Set frames plumb, square, level at correct elevation in alignment with adjacent work. .2 Anchor securely. .3 Install doors and hardware in accordance with hardware templates and manufacturer's instructions. .4 Adjust operable parts for correct function. .5 Make allowances for deflection of structure to ensure that structural loads are not transmitted to frames. .1 Glaze aluminum doors and frames in accordance with Section 08800 - Glazing. .2 All doors transoms and sidelights have insulated, sealed double glazed units except as noted below. .3 Interior Vestibule Doors: Vestibule 118.1 transom and sidelight, is single glazed. .1 Seal joints to provide weathertight seal at outside and air, vapour seal at inside. .2 Apply sealant in accordance with Section 07900 - Sealant. Conceal sealant within the aluminum work except where exposed use is permitted by Consultant. .1 It is the responsibility of this section to give complete cooperation in providing and maintaining the continuity of the air-vapour seal to adjacent materials to which the doors and frames abut. Fit flexible seals, tapes, sealants, and gaskets at locations required to provide air/vapour/water resistant and weathertight junctions. Ensure continuity of seal at end joints between lengths of material by overlapping and cementing. Caulk junctions of system components to themselves and other work with sealant to maintain effective vapour, air and water barrier and fix in place with aluminum flat to the air/vapour seal line at the adjacent material and to the glazing rebate. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Wood Doors Section 08200 Page 1 February 11 , 2008 PART 1 GENERAL 1.1 General Reauirements 1.2 Related Work 1 .3 Submittals 1.4 Delivery, Storage and Handlina PART 2 - PRODUCTS 2.1 Materials .1 Conform to Sections of Division 1 as applicable. .1 Installation of wood doors and hardware: Section 06410, Carpentry and Millwork. .2 Supply of hardware: Section 08710, Finish Hardware. .1 Shop Drawings .1 Submit Shop Drawings in accordance with Section 01001. Show details of stile and rail door construction, type of core and construction detail, glazing and louver stops, openings required, material designation, and door schedules. .2 Comply with requirements of 01611 and 01359. .1 Deliver doors to job site until work of wet trades is complete and moisture readings of surfaces in proposed storage area Is less than 18%. .2 Store doors flat on level surface in dry, well ventilated area inside building. .3 Cover top of pile with waterproof covering but allow air circulation at sides. .1 Conform to CSA 0132.2-M1977 for materials, except as specified otherwise herein. .2 Solid Core Flush Doors .1 Core Material: Solid Eastern White Pine or Western Red Cedar conforming to CAN3-0188.1-M78, Grade R. .2 Adhesive: CSA 0132.2-M1977, Type III. .3 Face Veneer for Doors: Maple, Y. cut .3 Sealers: Interior alkyd primer-sealer, CGSB 1-GP84M, for paint finish. Varnish, CGSB l-GP-36M Type I for stained or varnished finish. .4 Hardwood Plywood: CSA 0115-M1982 Type II, Sound Grade Maple Veneer, Y. cut. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 2.2 Fabrication PART 3 - EXECUTION 3.1 Installation 3.2 Adiustment .2 .3 .1 Wood Doors I I I I I I I I I I I I I I I I I I I Section 08200 Page 2 F ebnuary 11, 2008 .5 Supply and install Maple louvers where louvers are shown on wood doors. A total of five (5) louvers are required. .1 General .1 Conform to CSA 0132.2-M1977 for solid core flush doors, except as specified otherwise herein. .2 Size doors for 2 mm (1/16") clearance of heads and jambs and 10 mm (3/8") at sills. .3 Fabrication .1 Vertical edge strips to match face veneer. .2 Prepare doors for louvres and glass and provide hardwood (species to match face veneer) glazing stops and stickings with mitred corners. .3 Bevel vertical edges of single acting doors 3 mm in 50 mm on lock side and 1.5 mm in 50 mm on hinge side. .4 Radius vertical edges of double acting doors to 60 mm radius. .5 Provide block and hardware reinforcement on rated doors. .2 Flush Doors .1 Solid Core: Laminated wood framed core construction comprising solid FSC Certified Low VOC MDF core with minimum total thickness of stiles, top and bottom rails including hardwood edging 100 mm (4") and 60 mm (2-3/4") respectively. Series 3100 by Premdor or 8300 by Baillargeon. .2 Edges: 19 mm (3/4") minimum thickness one piece full length Maple. .3 Sealing: Seal top and bottom edges with one (1) coat of sealer applied in door manufacturer's plant. .1 Seal faces of doors and all edges in accordance with CAN/CSA-0132.2 Install doors and hardware in accordance with manufacturer's printed instructions. Adjust hardware for correct function. Re-adjust doors and hardware just prior to completion of building to function freely and properly. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Work Included .1 Conform to requirements of Division 1 as applicable. .1 Design, fabrication, supply and erection of curtainwalls including glazing work, anchoring devices, gaskets and sealants. .2 Ensure accurate setting of built-in items; where necessary provide templates, diagrams or other suitable means of instruction. 1.3 Related Work .1 Mock-Ups and Testing Section 01 001 .2 Foamed in Place Air Sealant Section 07210 .3 Firestopping Section 07270 .4 Sealants between Curtainwall Framing and Adjacent Materials Section 07900 1 .4 Referenced Standards .1 .2 .3 .4 .5 .6 .7 .5 Vestibule Entrance Doors and Interior Screens Section 08210 .6 Automatic Sliding Entrance Doors Section 08460 .7 Aluminum Clad Wood Windows Section 08500 .8 Glass and Glazing Materials Section 08800 AAMA Installation of Aiuminum Curtainwalls. AAMA CW-10-97, Curtainwall Manual #10 Care and Handling of Architectural Aluminum From Shop to Site. AAMA 501 Methods of Test for Exterior Walls. MMA 2603 Voluntary Specification, Performance Requirements and Test Procedures for Pigmented Organic coatings on Aluminum Extrusions and Paneis. MMA 2604 Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels. MMA 2605 Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels. ANSVAAMAJNWWDA 101/1.5.2-97 Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08520 Page 2 February 11, 2008 1 .5 Design and Performance Reouirements .8 ASCE 7 Minimum Design Loads for Buildings and Other Structures. .9 ASTM E 283 Test Method for Rate of Air Leakage Through Exterior Windows, Curtainwalls, and Doors. .10 ASTM E 330 Test method for Structural Performance of Exterior Windows, Curtainwalls, and Doors by Uniform Static Air Pressure Difference. .11 ASTM E 331 Test Method for Water Penetration of Exterior Windows, Curtainwalls, and Doors by Uniform Static Air Pressure Difference. .12 Insulating Glass Manufacturers Alliance TM-3000(97) Glazing Guidelines for Sealed Insulation Glass Units. .13 CSA-A440-00 Windows. .1 Have Work of this Section designed by a professional engineer licensed to design structures registered in the Province of Ontario. .2 Design temperatures and wind loads: In accordance with requirements of the Ontario Building Code unless otherwise specified in the Section. .3 Design assemblies to accommodate expansion and contraction within required service temperature range and surface temperature variance of components, and structural movement without causing buckling, distortion, failure of joint and airlvapour barrier seals, undue stress fastenings, breakage of glass, thermal fractures of other defects detrimental to appearance and performance. .4 Design to withstand, without an detrimental effects to appearance and performance, wind load and temperature range expected in Kingston area of this project, OBC climatic information year probability. .5 Design and size components to withstand seismic loads and sway displacement as calculated in accordance with OBC. .6 Limit deflection of components parts under maximum design load to the lesser of U175 of space 19 mm (3/4") or less if required by glass manufacturer when tested to ASTM E330. .7 Structural Resistance: To comply with ASTM E330 at static air pressure difference, positive or negative, of 2,000 Pa (41.7 Ib./sq. ft.) and blow-out test of 5,000 Pa (104.4 Ib.lsq. ft.). If tested in accordance with CAN/CSA-A440 requirements, the system shall meet the C5 performance. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 3 February 11, 2008 1.6 Quality Assurance .8 Air leakage, positive and negative: Maximum 0.25 cu. m/h/m at 75 Pa pressure differential within tested in accordance with ASTM E283. If tested in accordance with CAN/CSA-A440 requirements, the system shall meet or exceed the following minimum performance criteria: .1 Air Ughtness for fixed unns: 0.25 m2/h1m-1 .2 Air tightness of vents and operable units: A3. .9 Water Infiltration: Zero water penetration tested in accordance with ASTM E331 with state pressure differential of 700 Pa. If tested in accordance with CAN/CSA-A440 requirements system shall meet the B7 performance. .10 Design insulating glass units and glazing pockets to minimize the possibility of thermal breakage. .11 The system and its anchorage shall accommodate a deflection at mid-point between columns 19 mm (3/4") caused by uniform and concentrated live loads on floors or load-bearing elements to which the system is anchored. .12 All components of the system to be designed to rain screen principles, having all cavities outboard of the air seal, pressure equalized and drained to the exterior. .13 Design curtainwall to perform as an effective air and vapour barrier, continuous with adjacent construction. .14 Design system to accommodate without detrimental effects on appearance and performance system: .1 Wind loads, positive and negative. .2 Thermal expansion and contraction of system components. .3 Movement, deflection and creep of building structural frame. .15 Condensation Index: In accordance with CAN/CSA-A440 requirements: .1 Curtainwall frame: .1 For plates and caps: 168. .2 For SSG glazing: 159. .2 Fixed window frame: 168. .3 Operable window frame: .1 Concealed frame: 147. .2 Exposed frame: 160. .1 Perform welding of structural components only by fabricators certified by Canadian Welding Bureau to CSA Welding qualification codes: CSA W47.1-92 for welding of steel; and CSA W47.2-M1987 for welding of aluminum. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Section 08520 Page 4 February 11, 2008 .2 Manufacturer's representative shall periodically inspect the work and as follows: .1 Prior to erection of site mock-up to verify field conditions, tolerances and erection procedures. .2 Inspection of the mock-up to confirm that proper materials and erection procedures are being observed. .3 Periodically (minimum 3 site inspections) during the installation of the work, prior to Substantial Performance. .4 Upon completion of the work of this Section. .3 Manufacturer's representative will submit reports upon each field inspection in accordance with Section 01400 Quality Requirements. .4 Installer Qualifications: Installer to be in direct employ of system manufacturer or a member of manufacturer's primary dealer network; further subcontracting is not permitted without the Consuitant's and Owner's approval. The installer's crew members shail have at least five (5) years of working experience with similar type of systems. .5 Do not modify intended aesthetic effects, as judged solely by Consultant. except with Consultant's approval and only to the extent needed to comply with performance requirements. Where modifications are proposed, submit comprehensive explanatory data to Consultant for review. .6 Pre-installation Conference: Conduct conference at Project Site to review methods and procedures related to the exterior wall systems including, but not limited to the following: .1 Inspect and discuss condition of substrate and other preparatory work performed by other trades. .2 Review structural loading limitations. .3 Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment and facilities needed to make progress and avoid delays. .4 Review required inspecting, testing and certifying procedures. .5 Review weather and forecasted weather conditions and procedures for managing unfavourable conditions. .6 Review all issues related to construction tolerances affecting the Work. .7 Review procedures for addressing field conditions that may have an effect on performance of the Work. .7 Fabrication Tolerances: Overall height, width and diagonal dimensions of frames shall be the following tolerances: .1 Dimensions of 2 m and less: +/- 2 mm. .2 Dimensions more than 2 m: +/- 3.5 mm. I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 5 February 11, 2008 1.7 Mock-Vo in Situ Test 1.8 Shoo Drawinos .8 Caulking: Comply with requirements of Section 07920 except where specified otherwise herein. .9 Glazing: Comply with IGMAC recommendations and with requirements of Section 08800 except where specified otherwise herein. .1 Erect on site, mock-up of completed curtainwall. Exact location as directed on site by Consultant. .2 Mock-up shall incorporate complete assembly with horizontal and vertical muliions, spandrel panels, glazing and caps. .3 Mock-up shall be tested for air leakage and water penetration, in accordance with CAN3-A440 ATM E283, ASTM E 330, ASTM E 331 and MMA 501 with methodologies and accepted results defined therein. .4 Structural silicone sealant adhesion test Test installed structural silicone sealant according to field adhesion test method described in MMA CW 13, 'Structural Sealant Glazing System Design Guide'. Test a minimum two (2) areas on each building face. .5 After completion of the curtainwall work of this Section, ten (10) representative test locations are identified for further testing by the Consultant. Each test location will include four (4) horizontal and three (3) vertical joints. This further testing will be for water penetration only. Testing as conducted to the ASMA 501.2 standard for water leakage. Zero water penetration perm itled. .6 Test failures will be examined, defects noted and corrected. Failure sites to be re-tested and passed. .7 All testing shall be performed by qualified independent third party inspection and testing until satisfactory to the Consultant. Costs for testing including preparations, enclosures, scaffolding and any repeated tests made necessary by the failure of the mock-up to meet the performance criteria of these specifications, are part of the Contract Price, not a Cash Allowance. .1 Submit Shop Drawings in accordance with Section 01001. .2 Clearly indicate system arrangement, extrusion profiles, method of assembly, section and hardware reinforcement, locations of exposed fasteners, anchorage details, glazing, air and vapour barrier, finishes and location of sealant. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08520 Page 6 February 11, 2008 .3 Shop Drawings shall bear the professional stamp and signature of a professional Engineer licensed to design structures and registered in the Province of Ontario. .4 Submit detailed Shop Drawings showing fabrication, assembly and installation requirements. show dimensions, profiles and materials, joint locations and sizes; connections; expansion allowances, reinforcing; drainage paths, rain screen, air and vapour barrier continuity; anchorage systems. Show details full size. .5 Upon Consultant's request, submit test report from recognized testing agency verifying that systems provided will meet design and performance requirements. .6 Submit structural calculations for frames, connections and panels. Submit engineering calculations to show maximum defiections do not exceed specified performance requirements under full design loads. .7 Submit data for glass showing that the probability of breakage at the design wind pressure will not exceed the specified probability of breakage for each type, size and thickness of glass. Submit glass manufacturer's substantiating data. .8 Submit calculations of expansion and contraction. .9 Submit calculations of expansion and contraction for interstory drift and column shorting (due to gravity loads). .10 Provide calculations for all anchors, inserts and fixings demonstrating that they will sustain all imposed design loads. .11 Shop Drawings to be stamped and signed as reviewed and accepted by the manufacturer before submission. Shop Drawings shall be reviewed by the curtainwall and window manufacturer or the following: .1 Completeness of details and dimensioning .2 Engineering calculations .3 Suitability for purpose and application of materials .4 Installation methods .5 Compliance with the specified performance criteria .6 Compatibility of components .7 Continuity of air barrier and vapour barrier and tie-in with adjacent construction. .12 Where window framing and glazing is less than 1 m above the floor they shall be designed to meet the requirements of OBC 3.3.1.18(6) and 4.1.10.1. Design is confirmed by Engineer's stamped shop drawing confirming that the design complies with this. I I I I I I I I I I I I I I I I I I I Newcastle Branch library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 7 February 11, 2008 1.9 Samoles 1 .1 0 Test Reoorts 1.11 Maintenance Data 1.12 Delivery, Storage and Handlina 1.13 Seauencina .1 Submittals in accordance with Section 01001. .2 Samples: Submit one (1) 300 mm x 300 mm (12" x 12") corner sample of each type of curtainwall and window, showing glazing detail, reinforcement, finish and location of manufacturer's nameplates. .3 Submit duplicate sets of samples minimum 100 mm x 100 mm of each type of metal specified. .4 Shop Drawings: Indicate system arrangement, extrusion profiles, method of assembly, anchorage, locations of exposed fasteners, glazing, finishes and location of sealant. .1 Submit test reports in accordance with Section 01400 Quality Control. .1 Provide operation and maintenance data for cleaning and maintenance for incorporation of project record manual specified in Section 01770. .1 Handle Work of this Section in accordance with AAMA CW-10. .2 Handle and store materials and products in accordance with manufacturer's recommendations. Deliver and store packaged materials and products in original, undamaged containers with manufacturer's labels and seals intact .3 Brace and protect frame units to prevent distortion and damage in shipment and handling. .4 Provide methods for lifting or hoisting units into place without causing damage. Protect work against damages to finishes, framing members and glazing. .5 .1 Coordinate Work of this Section with installation of firestopping, air barrier placement, vapour retarder placement and flashing placement. .2 Specified requirements for mock-up and testing may require repeated mobilization of site forces and discontinuous work schedules. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Section 08520 Page 8 February 11, 2008 1.14 Warranty .1 This Section shall assume responsibility for warranties of glass and glazing included in the Work of this Section and specified in Section 08800, Glass and Glazing. .2 At no cost to the Owner, remedy any defects in Work of this Section for a period of two (2) years from date of Substantial Performance. For the purpose of this paragraph, defects shall include but not necessarily be limited to: .1 Water infiltration in excess of requirements specified. .2 Air infiltration/Exfiltration in excess of requirements specified. .3 Deflection of system components in excess of requirements specified. .4 Failure of joint seal. .5 Cracked glass. .6 Condensation on interior aluminum surfaces or glass surfaces. .3 Provide a written manufacturer's warranty for a period of ten (10) years covering: .1 All materials. .2 Delamination, cracking, blistering, peeling, corrosion, excessive fading, colour non-uniformity or metal finishes. .4 In addition to the warranty requirements required in Section 08800 for glass, sealed units and glazing materials, add the following: .1 Distortion caused by uneven pressure of the pressure plates, shall be kept to an absolute minimum. Acceptable limits will be determined in the mock-up panel. .2 No local defects (such as tong marks) producing irregular reflections shall be allowed in the viewing area. .3 Scratches and sleeks visible from 500 mm viewing distance shall be deemed unacceptable. .4 Bubbles and inclusions greater than 1 mm and not less than 300 mm apart shall be deemed acceptable. .5 Critical Area Definition (where the critical area is defined as an ellipse 2/3 the length and 2/3 the height of any pane of glass about the centre of the pane of glass). .6 Fine scratches and sieeks visible from 500 mm shall be deemed acceptabie. .7 Bubbles and inciusions up to 0.5 mm at least 250 mm apart shall be deemed acceptable. .8 No white scars shall be permitted. .9 All glass shall be free from bubbles, smoke vanes, air holes, scratches or any other visible defects. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 9 February 11, 2008 1.15 Air Barrier .1 The aluminum windows are a key component in the air barrier system particularly in the high humidity gallery spaces. .2 Participate in planning and coordination sessions when requested by General Contractor. .3 Provide and install components, sealants and air barrier membranes as required to provide continuous effective air barrier at all junctions of this Section and the Work of other Sections. PART 2 - PRODUCTS 2.1 Materials .1 Window Types .1 Curtainwall .1 1600 Series curtainwall by Kawneer, with horizontal and vertical pressure plates sized to suit double glazing. Accepted alternatives are Alumicor 2500 Series, and Full Wall High Performance Series by Fulton. .2 67 mm (2Y:.') width or 45 mm (13/14") width as shown. .3 Exterior Caps .1 Standard flat cap, 19 mm deep. .4 Curtainwall to be fully drained, rain screen system, thermally broken, clear anodized. .5 Depth to suit wind load requirements. Minimum depth as shown. .6 Each of the above systems is to be a full rain series system with a pressure equalized cavity and method of draining moisture to the exterior. .7 Each is to compiy with A440, minimum A3, B7, C5 and D2. .8 Alternates to above may be considered if sufficient date is submitted to Architect. Minimum seven (7) days before bid close to demonstrate compliance with the above design, standards and profiles. The Architect will retain any submissions. If accepted, an Addendum will be issued to confirm acceptance. Unless such an Addenda is issued the bid must be based on one of the two (2) named systems. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08520 Page 10 February 11 , 2008 .2 Ventilation Units .1 #526 Isoport by Kawneer or 1100 Series by A1umicor or Artic Window by Fulton, cJw screen and opening restricted to 100 mm, top hinged, outswinging. Awning units to have manufacturer's standard crank operators, two (2) claw locks per unit and a heavy duty fibreglass screen. .3 Casement Units .1 #526 Isoport by Kawneer or Artie Windows by Fulton or 1100 Series by A1umicor equivalent, side hinged, open out. .2 Sizes and configurations as shown. .3 Hardware: Aluminum hinges, finish to match window units, two (2) pairs per unit. .4 Friction arms and two (2) Casement locks per casement units. .5 C/w screens and openings restricted to 100mm. .2 Aluminum Sections: Extruded from AA6063-T5 alloy, minimum thickness 1.5 mm. .1 Finish: Two (2) coat Duranar finish (or equivalent A1umicor or Fulton finish). Custom colour selected by Consultant, one (1) custom colour (Charcoal Grey) will be used on the Project. .3 Glazing Units .1 Glazing types shown on Drawings .2 Glazing types are specified in Section 08800. .4 Spandrel Panels .1 Spandrel types are shown on Drawings .2 Spandrel panels are specified in Section 08800. .5 Aluminum Filler Panels .1 2 mm aluminum face panels . .2 Cavity filled with semi-rigid fiberglass insulation .3 2 mm aluminum back panel .4 Two (2) coat Duranar finish, custom colour. .6 Spandrel Glass: As specified in Section 08800. All spandrel units shall be installed from the exterior and allow simple reglazing from the exterior. .7 Extruded aluminum fillers and closures, 2 mm extruded aluminum of size and shape shown, Duromar finish, custom colour. .8 Special Aluminum Shapes .1 Brake formed from 2.0 mm aluminum sheet, Duranar finish custom colour. .2 Finish all after forming. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 11 February 11 , 2008 .3 Locate joints in pieces exceeding 10 mm as indicated or where joints are not indicated in two (2) or three (3) sections of equal height. Indicate proposed locations of joints on Shop Drawings. .4 Weld plates on back of formed shapes to form slip joints, at all joints. .9 Weatherstripping: Woven polypropylene pile, Fin-Seal by Schlegel. Do not use open cell plastic foam. .10 Screws, Bolts, Nuts, Washers, Rivets and Other Fastening Devices: Cadmium plated, or stainless steel with chromium content of not less than 12%. Exposed fasteners or pop rivets not acceptable. .11 Thermal Break: Cork and neoprene composition or extruded rigid P.V.C. .12 Rust Inhibiting Primer: CGSB l-GP-40M. .13 Bituminous Paint: Best quality obtainable. .14 Glazing Compound: 440 polyisobutylene-butyl tape by Tremco (Canada) Ltd. and sealant to CAN/CGSB-19.13-M87 Type G-2- 225-A-N or window manufacturer's standard factory glazing system. .15 Sealant .1 Standard multi-component, chemical curing, CAN/CGSB-19.24-M80, Class B, Type 2, or one (1) component type, chemicai curing, CAN/CGSB-19.13- M87, Type C-2-25-B-N. Colour selected by Consultant. .2 Silicon structural adhesive for structural sealant glazing system, 995 structural adhesive by Dow Coming, coiour Black. .16 Joint Backing Material: Polyethylene foam rope, closed cell type, 50% larger than joint. .17 Joint Primer, Surface Conditioners and Cleaning Agents: As recommended by respective glazing and sealant compound manufacturer. .18 Aluminum Sheet: Aluminum Association Alloy AA 5005 AQ, free from scratches and surface biemlshes, 2.0 mm (0.080") thick. Duromar finish, custom colour. .19 Loose Insulation: Glass fibre or mineral wool, CSA A101- M1983, Type II. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08520 Page 12 February 11, 2008 2.2 Fabrication .1 General .1 Take field measurements prior to fabrication or obtain guaranteed dimensions from Contractor. .2 Fabricate frames square from extrusions with sharply defined profiles and prepare for glazing. .3 Design and fabricate necessary brackets and anchorage devices so that, when installed, they will compensate for unevenness and dimensional differ~nce in structure, will allow full expansion and contraction of framing members without creating undesirable stresses in the components and will adequately sustain windows and superimposed wind and rain loads and all other stresses. .4 Jig assemble components in shop and partially disassemble where necessary prior to delivery and installation. Field fabrication not pennitted. .5 Reinforce and prepare window frames for related hardware where applicable. .6 Accurately fonn joints and intersections to tight, hairline fit, sealed against water penetration and air leakage. .7 Cope and butt join or mitre all joints in main frame and sash, neatly, in weathertight manner and secure by means of screws anchored into integral screw ports. .8 Deburr and make smooth all sharp milled edges and corners of sash frames. .9 Nick threads to prevent loosening of nuts. Make bolted and screwed work as inconspicuous as possible. .10 Construct and erect windows free of exposed fasteners. If unavoidable, fasteners shall be tamper proof. .11 Glaze and weatherstrip all units in factory as far as practicable. Weatherstripping shall be secured properly to prevent shrinkage or movement and be easily replaceable without use of special tools. It shall be resistant to deterioration by weathering or aging. .12 Apply two (2) shop coats or rust inhibiting primer to all steel components. Over primer and over aluminum coming in contact with masonry apply a shop coat of bituminous paint. Take all other necessary measures to prevent future deterioration due to corrosion and electrolysis. .13 Welding of component members is permitted providing it does not in any way mar surface appearance. Make joints tight in true plane, ground and sanded smooth, flush with base detail. Do all welding on concealed surface. .14 Aluminum finish shall be free from blemishes or scratches and uniform in colour and sheen. I I I I I I I I I I I I I I I I I I I . Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Aluminum Windows and Curtainwail Section 08520 Page 13 February 11, 2008 PART 3 EXECUTION 3.1 Insoection 3.2 Instailation .2 Fixed Sections .1 Fabricated as specified in Para. 2.2.1 complete with air circulation holes provided with dust and insect screens. .2 Fabricate sash for exterior glazing secured with snap-in aluminum glazing beads, except as noted below. .3 Awning and Casement Units .1 Fabricated and instail to manufacturer's printed instructions. .4 Aluminum Sills .1 Brake formed from minimum 2mm material, Duromar finish, custom colour finished after forming to size and shape as detailed, complete with end drip deflectors and necessary anchors. .5 Manufacturer's nameplates are not permitted on the windows. .6 Air Barrier Membrane: Blueskin by Bakor or Perma Barrier by W. R. Grace, with adhesive by Bakor or W. R. Grace, compatible with substrate. .1 Condition of Building .1 Commence installation only when variations or discrepancies on site which do not meet requirements or will prevent satisfactory instailation of this work are corrected. .1 General .1 .2 .3 .4 .5 .6 .7 Instail windows in accordance wnh manufacturer's instructions and to review Shop Drawings. Provide ail fastenings or anchors to be built in under other Sections. Conceal ail fastenings of window components from view. Securely instail frames plumb, true, square and straight in openings and free from distortion. Do not exceed 3.2 mm in 3 m variation from plumb and level. Clean and restore primer and bituminous paint to surfaces disturbed by field welding or other operations. Leave final installation water, air and weather tight. Install curtain wail framing and glazing at canopies as shown. Aluminum Windows and Curtainwall I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 08520 Page 14 February 11, 2008 .2 Glazing .1 Provide sash frames which will permit glass repiacement without use of special tools. .2 Set glass in aluminum rebate, tape on inside and stop on outside. .3 Clean glazing rebates, stops, metal and glass edges, removing all oil, dirt and moisture prior to glazing. Use cleaning materials recommended by manufacturer of glazing compound. .4 Apply glazing materials to obtain complete adhesion to stops and glass. Installed glazing material shall be free from embedded foreign matter. .5 Neatly tool compound at an angle sloping away from glass. Remove excess glazing compound from stops and glass. .3 Weatherstripping .1 Doubie weatherstrip opening sash of window unns at sash perimeter. Conceal weatherstripping to prevent accumulation of foreign matter or matting due to cleaning, operation or handling which would reduce effectiveness or life of seal. .2 Install all weatherstripping In speciaily extruded ports and secure to prevent shrinkage, movement or loss when removing sash for cleaning or operating. .4 Sealing .1 Seal joints between windows, sills, and other components in this Section and adjacent construction both inside and outside to provide weathertight seal on exterior and air/vapour seal on interior. .2 Do all preparation for and application of sealants in strict conformity with Section 07900, Sealants. .3 Finish all joints neatly, concave and remove all excess material. .4 Seal joints within window units and components, includin9 junction of thermal break and aluminum frames to provide airlvapour and watertight joints. Do such sealing at plant whenever possible and so not visible when units are installed. .5 Secure work in required position. Do not restrict thermal movement. Attach anchors to warm side of mullion as required to prevent thermal bridging. Install in accordance with CAN/CSA-A440-M90 and the provisions given in the applicable sections of OBC. .6 .7 Supply and install insulation and air barrier membrane to hollow corner window sections etc., where enclosed within the work of this section. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008.7 Aluminum Windows and Curtainwall Section 08520 Page 15 February 11, 2008 3.3 Adiust and Clean 3.4 Silllnstaliation 3.5 Caulkina .8 Do not install sealants when ambient and surface temperature is less than 50C. .9 Maintain this minimum temperature during and after installation of sealants. .1 Inspect all window units for damage .and correct damage found. Adjust all operating devices and leave in perfect working order. .2 .3 Immediately prior to cleaning of glass and before building handed over, make good damage and disfigurement. Remove protective coatings, stains and foreign matter from exposed, exterior and interior surfaces of work. .4 Clean windows using soap and water, or water and approved solvents not injurious to aluminum, glass, glazing and sealant compounds. Do not use abrasives. .5 Leave work in first-class condition to Consultant's satisfaction. .1 Install aluminum sills with uniform wash to exterior, level in length, straight in alignment with plumb upstands and faces. Use one piece at each location. .2 Cut sills to fit window opening. .3 Secure sills in place with anchoring devices located at ends and evenly spaced 600 mm o.c. in between. .4 Fasten drip deflectors with seif tapping stainless steel screws. .5 For sills over 1200 mm in length, maintain 3 to 6 mm space at each end. .1 Seal joints between windows and window sills with sealant. Bed sill expansion joint cover plates and drip deflectors in bedding compound. Caulk between sill upstand and window frame. .2 Apply sealant in accordance with Section 07900 - Sealants. Conceal seaiant within window units except where exposed use is permitted by Consultant. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Aluminum Windows and Curtainwall Section 08520 Page 16 February 11, 2008 3.6 Air Barrier 3.7 Structural Sealant Glazina Svstem .1 It is the responsibility of this section to give complete cooperation in providing and maintaining the continuity of the air-vapour seal to adjacent materials to which the doors and frames abut. Fit flexible seals, tapes, sealants, and gaskets at locations required to provide air/vapour/water resistant and weathertight junctions. Ensure continuity of seal at end joints between lengths of material by overlapping and cementing. Caulk junctions, of system components to themselves and other work with sealant to maintain effective vapour, air and water barrier and fix in place with an aluminum fiat to the air/vapour seal line at the adjacent material and to the glazing rebate. .2 Where deflection of structure will cause dynamic joint movement between aluminum work and dissimilar materials, provide flexible seals of sufficient width to allow formation of bellows to take up any torsional and shear stress. .1 Where indicated use structural sealant. .2 Prime, prepare and install to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.1 Generai Reouirements 1.2 Related Work 1.3 Svstem Descriotion 1.4 Submittals Finish Hardware Section 08710 Page 1 February 11, 2008 .1 .2 Conform to Sections of Division 1 as applicable. All doors will have mortised locksets. .3 All fire rated doors will have in addition closers, panics and kickplates. . - .1 Supply and installation of hardware for windows and metal toilet partitions - Sections 08520 and 10160 respectively. .2 Barrier Free Operators - Section 08120. .3 Supply and installation of hardware for aluminum doors - Section 08120. .4 Cost for Supply of finish hardware by Cash Allowance - Section 01001. .5 Supply and installation of millwork hardware - Section 06400. .6 Supply and installation of hardware for automatic entrance doors - Section 08460. .1 Keying System .1 Layout the keying system for the building in consultation with the Consultant. Keying system shall include keying alike, keying differently, keying in groups, sub-master keying and grand-master keying licks as required. .2 Prepare and submit keying chart and related explanatory data to the Consultant for approval. Do not commence lock work until written confirmation of keying arrangements is received from the Consultant. .3 Supply the following keys: Three (3) grand-master keys Three (3) sub-master keys per sub-master lock group (3 sub-masters in total) Two (2) change keys for each lock Six (6) construction master keys. .4 Deliver keys to Owner's representative. .5 Provide construction cores. Provide all permanent cores and keys to Owner's representative. .1 Samples .1 Submit samples of complete line of hardware and finishes to Consultant for review, if and when requested. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Finish Hardware Section 08710 Page 2 February 11, 2008 1.5 Warranty PART 2 - PRODUCTS 2.1 Materials .2 Hardware shall not be ordered from the manufacturer until the samples have been review by the Consultant and the hardware and finishes supplied shall be identical with the reviewed samples. .2 Deliver to the building finish hardware for door listed in Door Schedule and hardware for cabinet work. Hand hardware over to trades which are designated to install it. .1 Warrant Work of this Section against defects and deficiencies for a period of five (5) years for door closers, and two (2) years for locks and locksels, from date Work is certified as substantially performed in accordance with General Conditions of the Contract. Promptly correct defects and deficiencies which become apparent within the warranty period, including making good any work damaged by this work, satisfactory to Consultant and at no expense to the Owner. .1 Manufacturers Hinges............................................................. Locksels ......................................................... Closers .......... ................... ........... ......... ...... ..... Weatherstrip, Thresholds, Door Sweeps........ PusheslPulls ................................................... Overhead Holders................................. .......... Magnet Locks ................................................. Key Switches .................................................. Mechanical Locks ........................................... Hager Schlage LCN K. N. Crowder Hager, CBH Glynn-Johnson Von-Duprin Von Duprin IIco Unican .2 Strikes .1 Lock strikes shall be standard template box strikes, with extended lips to protect door frames and trim from marking with the bolts, and shall be set flush in hollow metal door frames. .2 Blank standardized template strikes for hollow metal door frames shall be supplied as scheduled form such doors without locks. .3 Door Closers .1 Door closers shall be rack and pinion type with back checking feature and shall be of proper sizes to operate each respective door efficiently. Shaft packing shall be leak-proof. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Finish Hardware Section 08710 Page 3 February 11, 2008 PART 3 - EXECUTION 3.1 Examination .4 Kick and Bumper Plates .1 Kick and bumper plates shall be as scheduled with edges cut square and smoothed off and shall have counter. .2 Stainless steel kick plates shall be 1.27 mm (0.05") minimum thickness. satin finish, Type 304. .5 Thresholds .1 Thresholds shall be supplied complete with countersunk holes, and with screws and anchors as required for proper anchorage. .6 Fasteners .1 Hardware shall be complete with screws, bolts. expansion shields and other fastening devices as required for the satisfactory installation and operating of the hardware. .2 Fastening devices shall be of the same finish as the hardware which is to be fastened. .3 Where a pull is scheduled on one side of the door, and a push plate on the other side issue installation directions to the trade responsible for fixing, so that the pull shall be secured through the door from the reverse side and the push plate installed to cover the screws. Flush pulls shall be supplied with machine screws for attaching as specified above. .7 Fin ishes .1 The type and finish of hardware shall be equal in all respects to the samples of hardware and as reviewed by Consultant. . .2 Metal finishes shall be free from defects, clean and unstained. and of a uniform colour. .8 Fire Rated Doors .1 Finish hardware for fire rated doors shall meet requirements of ULC as part of fire rated door assembly and shall carry ULC label. .1 Before furnishing any hardware, carefully check all Architectural Drawings of the work requiring hardware, verify door swings, door and frame material and operating conditions, and assure that hardware will fit the work to which it is to be attached. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Finish Hardware Section 08710 Page 4 February 11, 2008 3.2 Field Quality Control 3.3 Schedules .2 Check shop drawings and frame and door lists affecting hardware type and installation, and certify to the correctness thereof, or advise the Consultant in writing of required revisions. .3 Templates: Check the hardware schedule, Drawings and Specifications, and fumish promptly to the applicable trades any patterns, templates, template information and manufacturer's literature, required for the proper preparation for and application of hardware, in ample time to facilitate the progress of the work. .4 Weatherstripping: Provide weatherstripping to exterior doors. .1 The services of a competent mechanic shall be provided without additional cost to the Owner and this mechanic shall inspect the installation of all hardware furnished under this Section and shall supervise all adjustments (by the trades responsible for fixing) which are necessary to leave hardware in perfect working order. .1 Abbreviations: Abbreviations used in hardware schedule are as follows: .1 Canadian Standard Finishes CP Prime Coat CIB Bright Japanned C2C Cadmium Plated C2G Bright Zinc C3 Bright Brass (polished) C9 Bright Bronze (polished) C14 Bright Nickel (polished) C15 Dull Nickel C19 Satin Black Lacquer C26 Bright Chrome (polished) C26D Dull Chrome C28 Satin Aluminum Anodized C27 Satin Aluminum Lacquered C32 Bright Stainless Steel (polished) C32D Dull Stainless Steel SB Silver Aluminum Lacquer I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Finish Hardware Section 08710 Page 5 February 11, 2008 .2 Symbols AL ADA ATMS ATB BS B4E CC CyI CIF CMK DS Dr DA EK FTMS GMK HMO HO KA KD Kal LS MK MS NRP PA PSF PL SMS STS STMS SMK TB TBGN TMS TT WD WS WS/LS WBX Aluminum Standard Strike for Metal Frames Arm Template Machine Screws Arm Through Bolts Backset Bevelled 4 Edges Centre to Centre Cylinder Channel Iron Frame Construction Master Keyed Dead Stop Door Double Acting Emergency Key Full Template Machine Screws Grand Master Keyed Hollow Metal Hold Open Keyed Alike Keyed Different Kalamein Lead Shields Master Keyed Machine Screws Non-Removable Pin Parallel Arm Pressed Steel Frame Plastic Laminate Sheet Metal Screws SelfTapping Screws Strike Template Machine Screws Sub Master Key Through Bolts Through Bolts & Grommet Nuts Template Machine Screws Thumb Turn Wood Wood Screws Wood Screws/Lead Shields Wrought Box 3.4 Installation Instructions .1 Furnish metal door and frame manufacturer's with complete Instructions and templates for preparation of their work to receive hardware. .2 Furnish manufacturer's instructions for proper installation of each hardware component. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Finish Hardware Section 08710 Page 6 February 11, 200B .3 Install hardware to standard hardware iocation dimensions in accordance with Canadian Metric Guide for Steel Doors and Frames (Modular Construction) prepared by Canadian Steel Door and Frame Manufacturers' Association. .4 Assume all doors will have mortised locksets, panics, closers and kickplates. .5 Where doorstop contacts door pulis, mount stop to strike bottom of pull. .6 Install existing key control cabinet, where directed by Consultant. .7 Remove construction cores when directed by Consultant; install permanent cores and check operation of all locks. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Glazing Section 08800 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1.3 References .1 Comply with requirements of Division 1 as applicable. .1 Aluminum Windows and Curtainwalls - Section 08520. .2 Aluminum Doors and Interior Screens - Section 08120 .3 HM Doors and Screens - Section 08110. .4 WD Doors - Section 08200. .5 WD Frames for Doors and Screens: Section 06400. .6 Washroom Accessories; Section 10800. .7 Mirrors; Section 10800. .8 Automatic Sliding Entrance Doors: Section 08460. .9 Aluminum Clad Wood Windows; Section 08500. .1 ASTM 02240-91 Test Method for Rubber Property - Durometer Hardness. .2 CANlCGSB-12.1M90 Tempered or Laminated Safety Glass. CAN/CGSB-12.3-M91 Flat, Clear Float Glass. .3 .4 CAN/CGSB-12.4-M91 Heat Absorbing Glass. CAN/CGSB-12.8-M90 Insulating Glass Units. CAN/CGSB-12.11 Wire Glass. .5 .6 .7 Flat Glass Manufacturers Association (FGMA) Glazing Manual and Insulated Glass Manufacturer's Association (IGMAC) Glazing Manual. .8 .9 Laminated Safety Glass Association Standards Manual. CAN/CGSB-12.20-M89, Structural Design of Glass for Buildings. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Glazing Section 08800 Page 2 February 11, 2008 1.4 Performance Reauirements 1 .5 Samoles 1.6 Shoo Drawinas 1.7 Quality Assurance 1.8 Maintenance . Guidelines .1 Provide continuity of building enclosure vapour and air barrier using glass and glazing materials as follow: .1 Utilize inner light of multiple light sealed units for continuity of air and vapour seal. .2 Size glass to withstand wind loads, dead loads and positive and negative live loads to requirements of applicable codes. Thicknesses shown are minimum thicknesses permitted. Use a wind load of a minimum of 20 Ib1ft2. .3 Limit glass deflection to flexural limit of glass with full recovery of glazing materials. For all glazing which is less than 1 m above the floor it shall be designed to meet the requirements of OBC 3.3.1.18 (6) and 4.1.10.1. .4 .5 Provide written confirmation that glazing will meet performance requirements with shop drawing submission. Confirmation shall include shop drawing stamped by Structural Engineer licensed to practice in Ontario. .6 Design glass to CAN/CGSB-12.20-M89 and to meet requirements listed in Sections 08120/08520. .7 Provide minimum shading coefficients specified. Substantiate with test results submitted with Shop Drawings. .8 Design glass to CAN/CGSB 12.20-M89. .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate 300 mm x 300 mm size samples of each type of glazing required. .1 Submit Shop Drawings In accordance with Section 01001 - General Requirements. .1 Perform work in accordance with IGMAC and Laminators Safety Glass Association - Standards Manual for glazing installation methods. .1 Provide maintenance and cleaning instructions for glass and glazing according to Section 1001. Advise on proper methods for re-glazing and materials and methods of cleaning glass. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Glazing Section 08800 Page 3 February 11, 2008 PART 2 - PRODUCTS 2.1 Gtazino Tvoes 2.2 Materials: Flat Glass .1 Glazing Types GL-1 6mm clear tempered glazing GL-2 Sealed double glazing GL-3 Sealed double glazing with tempered on interior light and exterior light GL-4 Sealed double glazing with tempered on interior light and fritted glass on exterior light GL-5 6 mm tempered obscure glass. .2 For interior glazing refer to Building Sections, Interior Elevations, Unit Plans, and Door and Finish Schedules. .3 Refer to 2.2 and 2.3 for details of each glazing type. .1 Float Glass: To CAN/CGSB-12.3-M91, minimum thickness 6mm. .2 Safety Glass: To CAN/CGSB-12.1-M79, clear .1 Type 2 tempered. .2 Class B: Float. .3 Minimum 6 mm thickness for tempered. .3 Heat Absorbing Glass: To CAN/CGSB-12.4, thickness as indicated .1 Type 2: Insulating glass unit. .2 Class A: Annealed. .3 Style 2: Medium light transmittance. .4 Shading co-efficient, maximum .44 sealed double glazed units. .5 Clear. .4 Wired Glass: To CAN/CGSB-12.11-M90, 6 mm thick (6L2) .1 Type 1: Polished both sides (transparent). .2 Wire mesh style 3: Square. .5 Low Emissivity (LOW E) Glass, thickness indicated: .1 Metallic coating: Metal, sputtered. .2 Solar Heal Gain Co-efficient: 0.44. .3 Shading Co-efficient: 0.31. .4 Light to Solar Gain: 2.33. .5 Solarban 60. .6 Clear. .6 Obscure Glass: Simulated sandblast ceramic frit. .7 Fritted Glass .1 Ceramic frit on Low E glass, glass type to suit location, 1/8" horizontal lines, 50% coverage. N.B. Lines are always oriented horizontally, Colour White. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Glazing I I I I I I I I I I I I I I I I I I I Section 08800 Page 4 February 11, 2008 2.3 Materials: Hermetically Sealed Insulatina Glass 2.4 Glazina Materials .1 Hermetically Sealed Insulating Glass Units: To CAN/CGSB-12.8-M90, double glazed, 24 mm overall thickness. .2 Vision Sealed Units Type GL-1 .1 6 mm clear tempered glass. .3 Vision Sealed Units Type GL-2 .1 Glass .1 .2 .2 .3 Outer Light: Clear. Inner Light: Use hermetically sealed insulating glass units conforming to CAN/CGSB-12.8, double unit as follows: .1 Inter-cavity space thickness shall be 13.00 mm willi a non-metallic spacer and Argon fill with a minimum of 90% concentration. The outer light shall be 6 mm Solarban 60 on Clear, the inner light shall be 6 mm Generic Clear. All glass shall conform to CAN/GCSB- 12.1, CAN/CGSB-12.3, and CAN/CGSB-12.20 where appropriate. IGMAC Certified. Maximum shading coefficient of the sealed unit is to be .44. .2 .3 .4 Vision Sealed Units Type GL-3 .1 Same as GL-2 except inner and outer lights are tempered. .5 Vision Sealed Units Type GL-4 .1 Inner light is tempered. .2 Outer light is frilled glass. Frit Is on second surface. Tempered glass. .3 Glass thickness is 6 mm. .4 Same construction of components as GL-3. .6 Type GL-5 .1 6 mm Tempered obscure glass, simulated sandblast ceramic fri!. .7 Insulating glass units shall be manufactured to conform to IGMAC recommendations and the manufacturer shall be a member of IGMAC. Sealed units shall bear IGMAC certification markings. .1 Pre-shim Glazing Tape: Preformed, 100% solids polyisobutylene: Butyl, paper release, EPDM Shim Pad. Acceptable product shall be "Polyshim II" by Tremco (Canada) Ltd. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Glazing Section 08800 Page 5 February 11, 2008 2.5 Fabrication PART 3 - EXECUTION 3.1 Examination 3.2 Preoaration 3.3 Installation: Exterior Wet/Dry Method (Preformed Taoe and Sealantl .2 Setting Blocks: Neoprene, of durometer hardness Shore "A" 70 to 90. .3 Spacer Shims: Neoprene, of durometer hardness Shore "A" 40 to 50. .1 Factory Sealed Insulating Glass Units .1 Fabricate units to requirements of CAN/CGSB-12.8-M90 using dual seal. Maintain separation of panes with specified spacer. Dehydrate air space and hermetically seal inner and outer panes at periphery with flexible sealer. .1 Verify that openings for glazing are correctly sized and within tolerance. .2 Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and ready to receive glazing. .1 Clean contact surfaces with solvent and wipe dry. .2 Seal porous glazing channels or recesses with substrate compatible primer or sealer. .3 Prime surfaces scheduled to receive sealant. .1 Cut glazing tape to length and set against permanent stops, 6 mm below sight line. Seal comers by butting tape and dabbing with sealant. .2 Apply heel bead of sealant along intersection of permanent stop with frame ensuring full perimeter seai between glass and frame to complete continuity of air and vapour seal. .3 Place setting blocks at 1/4 points, with edge biock maximum 150 mm from comers. .4 Rest glazing on setting blocks and push against tape and heel head of sealant with sufficient pressure to attain full contact at perimeter of light or glass unit. .5 Install removable stops with spacer strips inserted between glazing and applied stops 6 mm below sight line. Place glazing tape on glazing light or unit with tape 6 mm below sight line. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Glazing I I I I I I I I I I I I I I I I I I I Section 08800 Page 6 February 11, 2008 3.4 Installation: Interior - Dry Method (Tape and Taoe) 3.5 Cleanino .6 Fill gap between glazing and stop with sealant to depth equal to bite of frame on glazing, maximum 9 mm below sight line. .7 Apply cap head of sealant along void between stop and glazing, to uniform line, flush with sight line. Tool or wipe sealant surface smooth. .1 Cut glazing tape to length and set against permanent stops, projecting 1.6 mm above sight line. .2 Place setting blocks at 1/4 points, with edge block maximum 150 mm from corners. .3 Rest glazing on setting blocks and push against tape for full contact at perimeter of light or unit. .4 Place glazing tape on free perimeter of glazing in same manner described in 3.6.3. .5 Install removable stop without displacement of tape. Exert pressure on tape for full continuous contact. .6 Knife trim protruding tape. .1 Remove glazing materiais from finish surfaces. .2 Remove labels after work is complete. .3 Clean all glass. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Stud Systems Section 09111 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1.3 References 1.4 Fire Resistant Assemblies 1.5Scooe PART 2 - PRODUCTS 2.1 Materials .2 .3 .4 .5 .1 Comply with Sections of Division 1 as applicable. .1 Gypsum Board Suspension System for Gypsum Board Gypsum Board Ceilings - Section 09250. .1 CANlCGSB-19.21-M87, Sealing and Bedding Compound Acoustical. .2 ASTM C645-88, Specification for Non-Load Bearing Steel Studs, Runners, Track, and Rigid Furring Channels for Screw Application of Gypsum Board. .1 Materials for fire resistive construction shall conform to requirements of indicated fire rated assembly. .1 Supply and install metal stud framing as required wherever gypsum board walls, bulkheads, furrings or ceiling are shown as required to provide configurations shown. .1 Non-Ioadbearing Channel Stud Framing: To ASTM C645-88, stud sizes as indicated or as recommended by manufacturer for height of partitions, 25 gauge roll formed from 0.53 mm thickness hot dipped galvanized steel sheet for Screw attachment of gypsum board. Knock-out service holes at 460 mm centres. Use .91 mm thickness 20 gauge for single studs at jambs were single studs are permitted by 3.1.7. Use 20 gauge studs for cement board. Floor and Ceiling Tracks: To ASTM C645-88, in widths to suit stud sizes, 32 mm flange height. Metal Channel Stiffener 1.4 mm thick cold rolled steel with rust inhibitive coating. Wallboard Furring Channels: Galvanized sheet steel hot dip galvanized, .53 mm, 2-5/8" x 7/8". Acoustical Sealant: to CGSB 19-GP-21M. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Stud Systems Section 09111 Page 2 February 11, 2008 2.2 Ceiling and Bulkhead Hanger SYStem 2.3 Furrino Svstem PART 3 - EXECUTION 3.1 Installation General .6 Insulating Strip: Rubberized, moisture resistant 3 mm thick foam strip, 12 mm wide, with self sticking adhesive on one face, lengths as required. .7 Anchorage Strapping: 150 mm x 18 gauge galvanized steel strapping. .8 All partitions extend to underside of roof or floor deck. .9 Sound Batts: Minimum 40% recycled content formaldehyde-free Safe 'N' Sound Mineral Wool Batts by Roxul. .1 Hangers: Minimum 4.064 mm (8 IWG) zinc coated annealed steel wire, diameter as required to safely support indicated assembly and as recommended by framing system and gypsum board manufacturer. .2 Tie Wire: 1.65 mm (16 IWG) zinc coated, annealed wire. .1 Runner (Carry) Channels: 1.6 mm thick cold rolled steel, primer painted or zinc coated for interior locations, Z275 galvanized for exterior locations. .1 38 mm (1 Yz") x 12.7 (Yz') where supported centres of 914 mm (36') maximum. .2 38 mm (1 Yz") x 19 mm (0/.") where supported at centres of 1220 mm (48"). .2 Furring channels 0.89 mm (0.035') thick typical, cold rolled steel, Z275 galvanized at exterior soffits, nominal size of 22 mm (7/8") depth x 35 mm (1 318") face, hat type with knurled face. .3 Resilient furring channels RC-1 sheetrock as manufactured by Canadian Gypsum Company or DG8 (Gyproc Sound Bar) as manufactured by Domtar Construction Materials Ltd. .1 Do work to CAN/CSA-A82.31-M91 except where specified otherwise. .2 Install support systems, gypsum board wall finishes in accordance with CAN/CSA-A82.31.M91, except where specified otherwise. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Metal Stud Systems Section 09111 Page 3 February 11, 2008 3.2 Furrino - General 3.3 Suspended and Furred Ceilinos .3 Provide studs or channels or furring or combination of thereof, where gypsum board support systems are not specifically indicated on Drawings necessary studs, framing and furring systems to provide proper support for gypsum board in accordance with good industry practice and manufacturers' specifications. .4 Give complete cooperation and direction to trades erecting, framing and furring over which this work is applied. Coordinate finished joist location with framing. Notify metal framing trades when framing, blocking and furring are inadequate as recommended by CAN/CSA-A82.31-M91. .5 Coordinate installation and cooperate with Mechanical and Electrical trades to accommodate mechanical electrical items and any other work required to be incorporated into or coordinated with the partitions. ceiling and soffit systems. .6 Provide clearances between work of this Section and structural elements to prevent transference of structural loads. .7 Extend all partitions to roof or floor deck, except where noted otherwise. .1 Furring indicated on drawings is schematic. Do not regard as exact or complete. Provide all necessary framing and furring to support gypsum board in accordance with manufacturers' specifications. .2 Leave finished work rigid, secure, square, level, plumb, curved to detailed radius and erected to maintain finish gypsum board line dimensions and contours. Make allowance for thermal movement. .1 Arrange hangers for suspended gypsum board ceilings to provide support independent of walls, columns, pipes, ducts; erect plumb, and securely anchored to structural frame, or embed in concrete slabs. .2 Space hangers at 914 mm (36") olc max. along runner channels, and not more than 150 mm (6") from ends. Space runner channels at 1220 mm (4B") olc max. and not more than 150 mm (6") from boundary walls, interruptions of continuity, and changes in direction. Run channels transversely to structural framing members. .3 .4 Where splices are necessary, lap members at least 200 mm (B") and wire each end with two (2) loops. Avoid clustering or lining up of splices. Metal Stud Systems I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. OS33 Tender #CL2008-7 Section 09111 Page 4 February 11, 2008 3.4 Wall Furrino 3.5 Resilient Furrina .1 .2 .5 Attach to rod hangers by bending hanger sharply under bottom of flange of runner, and securely wiring in place with saddie tie. .S Erect cross furring channels transversely across runner channels at 400 mm (1S") ole max., 305 mm (12") ole max. at fire rated assemblies, at not more than 150 mm (S") from boundary wall openings, interruptions in ceiling continuity, and changes in direction. .7 Secure furring channels to each support with purpose-made slips or wire tie. Splice joints by lapping channels and tying together. .8 Install proprietary ceiling systems in accordance with manufacturer's printed directions. .9 Level cross furring channels to max. tolerance of 1: 1 000. .10 Similarly use cross furring at stair and landing soffits. .11 Brace suspension for exterior soffits and entrance vestibule ceilings to prevent upward movements due to wind pressure. .1 Install steel furring for braced walls, free standing walls, walls that are furred out as indicated. .2 Frame openings and around built-in equipment, cabinets, access panels, on four (4) sides, with channels. Extend furring into reveals. Check clearances with equipment suppliers. .3 Construct bulkheads and boxed-in duct shafts, for beams, columns, pipes and around exposed services where indicated. Install 19 mm (0/.) channels at comers and at 305 mm (12") ole. Erect gypsum wallboard resilient furring maximum S10 mm (24") ole and not more than 150 mm (S") from ceilinglwall juncture. Secure to each support with 25 mm (1") gypsum wallboard screw. Install 150 mm (S") continuous strip of 12.7 mm (Yz") gypsum board along base of partitions where resilient furring installed. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Stud Systems Section 09111 Page 5 February 11 , 2008 3.6 Metal Stud Partition Framino .1 Provide partition tracts at floor and underside of deck; align accurately; lay our according to partition layout. Secure floor tracks at 610 mm (24") ole with non-ferrous, metallic expansion sleeves and galvanized screws at masonry and concrete substrate. .2 Unless otherwise Indicated, place interior studs vertically at centres indicated in following schedule, and not more than 50 mm (2") from abutting walls, openings and each side of corners. Install studs at 400 mm (16") ole, and as specially spaced in accordance with details shown. Install studs in tracts at floor and ceiling. Provide freedom from deflection under beams, structural slabs and the like to avoid transmission of structural loads to studs, or install 50 mm (2") leg ceiling tracks. .3 Install studs of depth indicated on drawings but in no case span partition studs of: .1 41 mm (1 5/8") in depth more than 2700 mm (8'-10") between supports; .2 64 mm (2 Yo") in depth more than 3660 mm (12') between supports. .3 92 mm (3 5/8") in depth more than 4.5 m (14'-8") between supports. .4 Where horizontal runs of service lines are scheduled to be installed, arrange with applicable trades and install studs simultaneously with services. .5 At openings in stud walls, erect track at head and sills to accommodate intermediate studs. At each end of track, cut out flanges, turn up web, and fasten to studs. Install intermediate studs above and below openings in same manner and spacing as wall studs. Install double studs at each jamb and double tracks at head of door openings. .6 Provide additional framing to applicable requirements of CAN/CSA-A82.31-M91. At partitions requiring fire rating, erect in accordance with requirements of listing. At penetrated openings in fire-rated walls see requirements of Section 07270 for framed openings. .7 Install studs of depth indicated on Drawings but in no case span studs between supports at no greater span than U240 according to manufacturers span tables. .8 Erect three (3) studs at corner and intermediate intersections of partitions. .9 Ensure that electrical boxes are not installed back to back in same stud space. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Stud Systems I I I I I I I I I I I I I I I I I I I Section 09111 Page 6 February 11, 2008 3.7 Chase Walls and Shaft Walls 3.8 Installation of Sound Baits . .13 .14 .15 .16 .1 .2 .3 .1 .2 .3 .10 Coordinate work with others installing horizontal runs of service lines so that work of all is done simultaneously. Where standard holes are too small for installed services notch studs, and splice notched flanges with splice pieces 305 mm (12') longer than notches, each fastened with two (2) screws. .11 Unless shown otherwise on drawings, partitions, together with wallboard facings and insulation baits shall extend through ceilings to underside of roof or floor deck above. .12. Install resilient furring channel transverse to framing members, or as indicated, spaced at maximum 610 mm (24') o/c and within 150 mm (6') of wall/ceiling juncture. Erect metal studding to tolerance of 1 :1000. Coordinate simultaneous erection of studs with installation of service lines. When erecting studs ensure web openings are aligned. Coordinate erection of studs with installation of door/window frames and special supports or anchorage for work specified in other Sections. Maintain clearance to avoid transference of structural loads to studs. Construct chase walls where indicated, consisting of two parallel steel stud partitions. Provide cross bracing consisting of metal furring, located at quarter points on each pair of studs. Attach cross bracing to studs with metal screws. Coordinate construction of partitions to suit installation of services. Where shaft walls are shown, install complete system to achieve required rating. Rating shall equal the floor slab. In locations shown install sound baits. Extend baits to underside of floor and roof deck above. Install continuously. Cut neatly to fill all areas of the cavity. Install to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Stud Systems Section 09111 Page 7 February 11, 2008 3.9 Anchorage StraoDino .1 Install one (1) continuous row of anchorage strapping where indicated. .2 Install anchorage strapping behind lavatory basins, toilet and bathroom accessories and other fixtures, including grab bars and towei rails attached to steel stud partitions. .3 Do not commence gypsum board installation until anchorage strapping is reviewed by Consultant. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Acoustical Suspension Systems Section 09130 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1 .2 Related Sections 1 .3 References 1.4 Design Reauirements 1.5 Samples PART 2 - PRODUCTS 2.1 Materials .1 Comply with sections of Division 1 as applicable. .1 Section 09250 Gypsum Board: Suspension systems for gypsum board ceilings. .2 Section 09510 Acoustical Ceilings: Acoustical units. .3 Division 15: Trim for recessed mechanical fixtures. .4 Division 16: Trim for recessed light fixtures. .1 ASTM C635-91, Specifications for the Manufacture, Performance and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings. .2 ASTM C636-91, Practice for Installation of Metal Ceiling Suspension Systems for Acousticai Tile and Lay-In Panels. .1 Maximum deflection: 1/360th of span to ASTM C635 defiection test. .1 Provide duplicate samples of suspension system type. Include all required components. .2 Provide samples in accordance with Section 01001 - General Requirements. .3 Provide samples of Compasio Edge Trims for review. .1 Standard Suspension System Type .1 15/16" Face Dimension Prelude XL by Anmstrong, colour WMe. .2 Basic materials for suspension system: commercial quality cold rolled steel. .2 Exposed Edge Trim .1 Axiom perimeter trim by Anmstrong or Compasso Perimeter Trim by CGC. .2 Nominal 4" (100 mm), except where 2" (50 mm) is shown, face dimension. .3 Colour: White. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 3 - EXECUTION 3.1 Installation .13 .14 Acoustical Suspension Systems Section 09130 Page 2 Febnuary 11, 2008 .3 Hanger Wire: Galvanized soft annealed steel wire. .1 3.6 mm diameter for access tile ceilings. .4 Hanger Inserts: Purpose made. .5 Accessories: Splices, clips, wire ties, retainers and shadow wall mouldings, to compiement suspension system components, as recommended by system manufacturer. .1 Installation: In accordance with ASTM C636 except where specified otherwise. .2 Install suspension system to manufacturer's instnuctions. .3 Do not erect ceiling suspension system until work above ceiling has been reviewed by Consultant. .4 Secure hangers to overhead structure using attachment methods recommended by Manufacturer. .5 Install hangers spaced at maximum 1200 mm centres and within 150 mm from ends of main tees. .6 Layout system according to reflected ceiling plan. .7 Ensure suspension system is coordinated with location of related components. .8 Install wall moulding to provide correct ceiling height. .9 Completed suspension system to support super-imposed loads, such as lighting fixtures diffusers grilles and speakers. .10 Support at light fixtures and diffusers with additional ceiling suspension hangers within 150 mm of each corner and at maximum 600 mm around perimeter of fixture. .11 Interlock cross member to main nunner to provide rigid assembly. .12 Frame at openings for light fixtures, air diffusers, speakers etc. and at changes in ceiling heights. Finished ceiling system to be square with adjoining walls and level within 1 :1000. Install Axiom or Compasio Perimeter Trims in maximum practical lengths to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Acoustical Suspension Systems Section 09130 Page 3 February 11, 2008 3.2 Cleanino .1 Touch up scratches, abrasions, voids and other defects in painted surfaces. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Gypsum Board Section 09250 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Sections 1 .3 References 1.4 Sam Dies 1 .5 Environmental Reauirements 1.6 Mock-UD .1 Comply with Sections of Division 1 as applicable. .1 Section 06101: Rough Carpentry: Wood framing/grounds. .2 Section 09111: Metal Stud System: Metal stud system. .3 Section 10000: Special Access Doors. .4 Division 15: Access Doors. .5 Division 16: Access Doors. .1 CAN/CSA-A82.27-M91 Gypsum Board. CAN/CSA-A82.31-M91 Gypsum Board Application. CAN/ULC-S102-1988 Building Materials and Assemblies, Standard Method of Test for Surface Burning Characteristics of. .2 .3 .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate 300 mm long sections of corner and casting beads, and all reveal trims. .3 Submit samples in specified finish of all fry mouldings. .1 Maintain temperature minimum 10oC, maximum 210C for 48 hours prior to and during application of gypsum boards and joint treatment, and for at least 48 hours after completion of joint treatment. .2 Apply board and joint treatment to dry, frost free surfaces. .1 Complete a mock-up in location designated by Consultant to demonstrate proper application of reveal trim and other trims. .2 Complete in accordance with Section 01001 General Instructions. Reviewed work may form part of the finished building. .3 Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Gypsum Board Section 09250 Page 2 February 11, 2008 PART 2 - PRODUCTS 2.1 Materials .12 .1 Gypsum Board .1 Standard board to CAN/CSA-A82.27 to thickness shown, 4'-0" wide x maximum practical length. .2 Type X, 5/8" x 4'-0" x maximum practical length. .3 Moisture resistant Green Board 1/2" x 4'-0" x maximum practical length. .2 Metal Furring Runners, Hangers, Tie Wires, Inserts, Anchors: To CSA A82.30, galvanized. .3 Drywall Furring Channels: 0.5 mm core thickness galvanized steel channels for screw attachment of gypsum board. .4 Nails, Screws and Staples: To CAN/CSA-A82.31. .5 Stud Adhesive: To CAN/CGSB-71.25. .6 Laminating Compound: As recommended by manufacturer, asbestos-free. .7 Casing beads, Corner Beads Fill Type: 0.5 mm base thickness commercial grade sheet steel with 2275 zinc finish to ASTM A525, perforated flanges: one piece length per location. .8 Special Extruded Aluminum Shapes .1 By Fry Mouldings. .2 The finish on ail shapes is to be clear anodized. .3 As distributed by Sound Solutions, Etobicoke, Ontario, tel. 416-740-0303, fax 416-740-0696. .4 L Trim Moulding, DRML-150: .1 Locations at edges of drywall ceiling panels. .5 Z Reveal Moulding, DRMZ 50-50. .6 Standard Reveals: DRM 50-50. .9 .10 Acoustic Sealant: Use type specified in Section 07900. Polyethylene: To CAN/CGSB-51.34, Type 2. .11 Insulating Strip: Rubberized, moisture resistant, 3 mm thick closed cell neoprene strip, 12 mm wide, with self sticking permanent adhesive on one face, lengths as required. Joint Compound: To CAN/CSA-A82.31, asbestos-free. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Gypsum Board Section 09250 Page 3 February 11, 2008 PART 3 - EXECUTION 3.1 Erection 3.2 Aoolication .1 Do Work in accordance with CAN/CSA-A82.31 except where specified otherwise. .2 Erect hangers and runner channels for suspended gypsum board ceilings in accordance with CAN/CSA-A82.31 except where specified otherwise. .3 Support light fixtures by providing additional ceiling suspension hangers within 150 mm of each comer and at maximum 600 mm around perimeter of fixture. .4 Install work level to tolerance of 1 :1200. .5 Frame with furring channels, perimeter of openings for access panels, light fixtures, diffusers, and grilles. .6 Install 19 x 64 mm furring channels parallel to, and at exact locations of steel stud partition header track. .7 Furr for gypsum board faced vertical bulkheads as indicated. .8 Furr above suspended ceilings for gypsum board fire and sound stops and to form plenum areas as indicated. .9 Install wall furring for gypsum board wall finishes in accordance with CAN/CSA-A82.31, except where specified otherwise. .10 Furr openings and around built-in equipment, cabinets, and access panels on four sides. Extend furring into reveals. Check clearances with equipment suppliers. .11 Furr duct shafts, beams, columns, pipes and exposed services where indicated. .1 Do not apply gypsum board until bucks, anchors, blocking, electrical and mechan ical work are reviewed. .2 Apply single or double layer gypsum board as indicated to metal furring or framing using screw fasteners. Maximum spacing of screws 300 mm o.c. .3 Where indicated attach plywood to steel studs with screws. Apply top layer of gypsum board over plywood with screws. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Gypsum Board Section 09250 Page 4 February 11, 2008 3.3 Installation .12 .4 Apply 12 mm diameter bead of acoustic sealant continuously around periphery of each face of partitioning to seal gypsum board/structure junction where part~ions abut fixed bUilding components. Seal full perimeter of cut-outs around electrical boxes, ducts, or other penetrations, in partitions where perimeter sealed with acoustic sealant. .1 Erect accessories straight, plumb or level, rigid and at proper plane. Use full length pieces where practical. Make joints tight, accurately aligned and rigidly secured. Mitre and fit corners accurately, free from rough edges. Secure at 150 mm o.c. .2 Install casing beads around perimeter of suspended ceilings. .3 Install casing beads where gypsum board butts against surfaces having no trim concealing junction and where indicated. .4 Install insulating strips continuously at edges of gypsum board and casing beads abutting metal window and exterior doorframes, to provide thermal break. .5 Install reveal trims where indicated. Minimize joints; use purpose made comer pieces and splicers. .6 Construct control joints of two back-te-back casing beads set in gypsum board facing and supported independently on both sides of joint. .7 Provide continuous polyethylene dust barrier behind and across control joints. .8 Locate control joints at changes in substrate construction at approximate 10m spacing on long corridor runs at approximate 15 m spacing on ceilings. Review joints location with Consultant prior to installing. Revise location to Consultant direction if required. .9 Install control joints straight and true. .10 Splice corners and intersections together and secure to each member with 3 screws. .11 Install access doors to electrical and mechanical fixtures specified in respective Sections and as shown on Architectural Drawings. .1 Rigidly secure frames to furring or framing systems. Finish face panel joints and internal angles with joint system consisting of joint compound, joint tape and taping compound installed according to manufacturer's directions and feathered out onto panel faces. I I I I I I I I I I I I I I I I I I I I I I I il I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Gypsum Board Section 09250 Page 5 February 11, 2008 3.4 Fire Rated Partitions and Ceilinas 3.5 Furrino in of Chases 3.6 Moisture Resistant Gypsum Board (Green Boardl .1 .2 .1 .13 Finish corner beads, control joints and trim as required with two coats of joint compound and one coat of taping compound, feathered out onto panel faces. .14 Fill screw head depressions with joint and taping compounds to bring flush with adjacent surface of gypsum board so as to be invisible after surface finish is completed. .15 Sand lightly to remove burred edges and other Imperfections. Avoid sanding adjacent surface of board. .16 Completed installation to be smooth, level or plumb, free from waves and other defects and ready for surface finish. .1 Construct fire rated partitions and ceilings where indicated to requirements of NBC Supplement #2. .2 Use Type X gypsum board to thickness shown on all fire rated partitions and ceilings. In addition to work shown on Drawings include in the contract the furring in six (6) locations, floor to ceiling, typical size 8" x 8". The Architect will indicate locations on site where these are required as the work proceeds. Install on all walls and ceilings of Rooms 104, 107, 108, 109, 117, south wall of 112, south wall of 119 and all drywall at skylights. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Mosaic Ceramic Tile Section 0931 0 Page 1 February 11 , 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1 .3 Reference Standards 1 .4 Samples 1.5 Maintenance Material 1.6 Environmental Conditions .1 Comply with requirements of Division 1 as applicable. .1 Stone Tile - Section 09330 Stone Tile. .2 Toilet and Washroom Accessories - Section 10800 Toilet and Washroom Accessories. .1 Do tile work in accordance with Installation Manuai 200-1979, "Ceramic Tile", produced by Terrazzo Tile and Marble Association of Canada (TTMAC), except where specified otherwise. .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate 300 x 300 mm sample panels of each colour, texture, size, and pattem of tile. .3 Adhere tile samples to 11 mm thick plywood and grout joints to represent project installation. .4 Submit sample of each primer, adhesive, grout and accessory proposed for use for review prior to starting the work. .5 Provide manufacturer's data to confirm that LEED Requirements for recycled content and that grouts and adhesives meet Low vac limits required. .1 Provide maintenance materials in accordance with Section 01731 - Maintenance Materials, Special Tools and Spare Parts. .2 Provide minimum 2% of each type and colour of tile required for project for maintenance use. Store where directed. .3 Maintenance material to be of same production run as installed material. .1 Maintain air temperature and structural base temperature at ceramic tile installation area above 120C for 48 hours before, during, and 48 hours after, installation. Mosaic Ceramic Tile I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 0931 0 Page 2 February 11, 2008 PART 2 - PRODUCTS 2.1 Wall Tile 2.2 Adhesive Materials 2.3 Grout 2.4 Mortar and Adhesive Mixes 2.5 Accessories 2.6 Sealer PART 3 - EXECUTION 3.1 Workmanshio .1 Yura Series 2" x 2', glazed mosaic tile by Olympia Tile. .2 Two (2) colours will be used on the project. .3 No alternatives permitted. .1 Water: Clear cold potable and free of minerals which are detrimental to mortar and grout mixes. .2 Latex modified dry set mortar: To ANSI A118.4-1976. Kerabond as manufactured by Mapei with Keraclete latex add itive. .1 Grouting Materials .1 Latex modified grout. .2 Keracolour by Mapei with Plastijoints acrylic latex additive by Mapel. .2 Colour selected by Consultant from manufacturer's standard colours. .1 Dry Set Mortar: Mix to manufacturer's instructions. .1 Divider Strips: Brass, with depth equal to depth of tile. .1 Non-gloss, clear type recommended by manufacturer. .1 .2 Apply tile or backing coats to clean and sound surfaces. Fit tile around comers, fitments, fixtures, drains and other built- in objects. Maintain uniform joint appearance. Cut edges smooth and even. .3 Maximum surface tolerance 1 :800. .4 Make joints between tile uniform and approximately 1.5 mm wide, plumb, straight, true, even and flush with adjacent tile. Ensure sheet layout not visible after installation. Align patterns. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Mosaic Ceramic Tile Section 09310 Page 3 February 11, 2008 .5 Layout tiles so perimeter tiles are minimum 1/2 size. .6 Sound tiles after setting and replace hollow- sounding units to obtain full bond. .7 Install divider strips at junction of the tile and dissimilar materials. 3.2 Fioor and Base Tile .1 Install floor in accordance with TTMAC detail 200-15, similar, base in accordance with detail 200-5A. 3.3 Wall Tile .1 Install wall tile in accordance with TTMAC Detail 200-5A. 3.4 Sealer .1 Install two (2) coats of sealer to floors and base to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Porcelain Stone Tile Section 09330 Page 1 February 11, 2008 PART 1 - GENERAL 1.0 General 1.1 Scooe 1.2 Related Work 1.3 References 1.4 Submissions 1.5 Maintenance Materials 1.6 Environmental Reouirements .1 Comply with Sections of Division 1 as applicable. .1 Floor tile and base as shown on Drawings and Finish Schedule. .1 Mosaic Ceramic Tile - Section 09310 Ceramic Tile. .1 CGSB 71-GP-30M-79 Adhesive, Epoxy and Modified Mortar Systems, for Installation of Quarry Tiles. .2 Terrazzo Tile and Marble Association of Canada (TTMAC) Installation Manual 200-1979. .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate 12" x 24" and 4" x 12" sample panels of each colour, texture, size and pattem of porcelain. .3 Adhere tile samples to 11 mm thick plywood and grout joints to represent project installation. .4 Submit grout colour chart for selection of grout colours. .5 Provide proof before ordering the material that the tile meets the Project LEED requirements. Provide proof as well that sealers, grouts and adhesives meet requirements of Low-Emitting Credit 4.1. .1 Provide maintenance materials in accordance with Section 01784 - Spare Parts and Maintenance Materials. .2 Provide minimum 2% of each type and colour of stone tile required for project maintenance use. Store where directed. .3 Maintenance material to be of same production run as installed material. .1 Maintain air temperature and structural base temperature at quarry tile installation area above 120C for 48 hours before, during, and 48 hours after, installation. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Porcelain Stone Tile Section 09330 Page 2 February 11, 2008 PART 2 - PRODUCTS 2.1 Porcelain Stone Tiles 2.2 Mortar and Adhesive Materials 2.3 Grout 2.4 Accessories .1 Type: Bois Series natural/rectified porcelain stone tile by Stone Tile, tel. 416-515-900, www.stone-liIe.com. .2 Colours will be selected from any of the manufacturer's colour range. Up to three (3) colours may be selected. Geometric patterns using these colours will be used. No altematives permitted. .3 Size: 12" x 24" x :t3/8" (:t300 mm x 600 mm x:t9 mm) or 4" x 24" x :t3/8" (:tl00 x 600 x 9 mm) as shown. .4 Where PST baseboard is shown on Drawing and Finish Schedule, use 4" x 24" tiles. .1 Water: Clean, cold, potable and free of minerals which are detrimental to mortar and grout mixes. .2 Latex modified dry set mortar: To ANSI A118.4 Kerabond by Mapei with Keracrete latex additive. .3 Colour pigment: Non-fading mineral oxides, unaffected by lime or cement and which will not stain tile. .1 Grouting Materials: Latex modified grout. Keracolour by Mapei wnh Plastijoints acrylic latex additive by Mapel. .2 Grout Preparation: To manufacturer's instructions. .3 Colour of grout will be selected to match colour of tile. .1 Divider Strips: 1/8" thick zinc with depth equal to tile depth. .2 Floor Sealer: To CGSB 25-GP:20M, Type 1. .3 Protective Coating: To tile manufacturer's recommendations. .4 .5 Sealants: Type specified in 07900. Thresholds: Clear anodized extruded aluminum sloped as required. Schluter Transition Trim by Schluter Systems, 100 Hymus Boulevard, pt. Claire, Quebec, tel. 514-695-2100, fax 514-630-0983. .6 Controi Joints: Schluter Decorative Control Joints, Brass Iniay, Light Beige. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Porcelain Stone Tile Section 09330 Page 3 February 11, 2008 2.5 Mortar and Adhesive Mixes 2.6 Sealer PART 3 - EXECUTION 3.1 Preoaration 3.2 Workmanshio .1 To manufacturer's printed instructions. .1 Non gloss, clear, type recommended by manufacturer of tile. .1 Remove all loose, broken or unsound material. Prepare to manufacturer's printed instructions. .2 Apply leveling compound to manufacturer's printed instructions. .1 Do tile work in accordance with Installation Manual 200, "Ceramic Tile", produced by Terrazzo Tile and Marble Association of Canada (TTMAC), except where specified otherwise. .2 Apply mortar bed or bond coat to clean and sound surfaces. Use varying depth mortar bed to compensate for different depth tiles. .3 Fit tile units around comers, fitments, flldures, drains and other built-in objects. Maintain uniform joint appearance. Make cut edges smooth and even. .4 Maximum surface tolerance: 1 :800. .5 Make joints between tiles uniform and approximately 6 mm wide, plumb, straight, true, even with adjacent units and flush. Align patterns. .6 Layout units so perimeter tiles are minimum 1/2 size. .7 Sound tiles after setting and replace hollow sounding units to obtain full bond. .8 Make intemal angles square, external angles. Square. .9 Construct base to height shown with square top edge. .10 Install divider strips at junction of tile flooring and dissimilar material where materials are level. Install threshold sloped to meet adjacent material where heights are dissimilar. .11 Clean installed tile surfaces after installation cured. .12 Extend tile under surface mounted floor mats. Porcelain Stone Tile Section 09330 Page 4 February 11, 2008 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 3.3 Settino Svstem 3.4 Control Joints 3.5 Floor Sealer and Protective Coatino 3.6 Protection of Finished Work .1 Instali tile and bases on substrate in accordance with TTMAC details 200-16A. .2 Install wali tiles to appiicable TTMAC details similar to TTMAC Detail 200-5A. .1 Install where shown, and min. 7.5 metres on centre. .2 Review locations with Architect before instaliing. .1 Apply two (2) coats of sealer to grout in accordance with manufacturer's printed instructions. .1 Protect new floors from time of final set of adhesive until application of final seaier and protective coating. .2 Prohibit traffic on floor for 48 hours after application of sealer. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL200B-7 Acoustical Tile Section 09511 Page 1 February 11 , 2008 PART 1 GENERAL 1.1 General 1.2 Related Work 1.3 References 1 .4 Mock-Uo 1.5 Samoles 1.6 Environmental Conditions 1.7 Maintenance Materials .1 Comply with requirements of Division 1 as applicable. .1 Suspension System Suspension System for Acoustical Ceilings Section 09130 .2 Acoustic Panels (Rooms 110,124,101,130,139 and 140) Section 1 0000 .1 CAN/CGSB-92.1-(M77) Acoustic Units, Prefabricated. .2 CAN4-S102-MB3 Surface Burning Characteristics of Building Materials. .3 ASTM C636-86 Standard Practice for Installation of Metal Ceiling Suspension System for Acoustical Tile and Lay-in Panels. .1 Construct mock-ups in accordance with Section 01001 - General Requirements. Construct mock-up of 10m2 minimum for acoustical tile ceiling including one inside corner and one outside corner. Mock-up may form part of finished work after acceptance. .2 .1 Submit samples in accordance with Section 01001 - General Requirements. .2 Submit duplicate 150 x 150 mm sam pies of acoustical unit. .1 Permit wet work to dry before commencement of installation. .2 Maintain uniform minimum temperature of 15.C and humidity of 20 - 40% before and during instaliation. .3 Store materials in work area 48 hours prior to instaliation. .1 Provide maintenance materials in accordance with Section 01001 - General Requirements. .2 Provide acoustical units amounting to 2% of gross ceiling area for each pattern and type required for project. .3 Materials to be same production run as installed materiais. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Acoustical Tile Section 09511 Page 2 February 11, 2008 PART 2 - PRODUCTS 2.1 Materials PART 3 - EXECUTION 3.1 Preoaration 3.2 Installation 3.3 Cleaning and Comoletion .1 Acoustic Ceiling Tiles .1 The Cashmere Tiles by Celotex (610 x 1220 x 19 mm) Model CM.49,4 24" x 48" x 3/4", square edge. .2 Altemate to the above is Armstrong Cirrus, or Eclipse, Clima Plus Orion 270 by CGC, 24' x 48" x 3/4", square edge, (610 x 1220 x 19 mm). .3 Flame spread rating: 25. .1 Do not install acoustical tiles until work above ceiling has been reviewed by Consultant. .2 Co-ordinate ceiling work to accommodate components of other sections, such as light fixtures, diffusers, and speakers to be built into acoustical ceiling components. .1 Install acoustical tiles in ceiling suspension system, as shown in reflected ceiling plans. . .2 Install as detailed and in accordance with specified standard and in accordance with manufacturers printed instructions. .3 Take precautions during installation to ensure tile edges are not chipped or otherwise damaged. .4 Install acoustical tiles to form horizontal and level ceiling with all parts flush and joints butted tightiy to hairline appearance. .5 Distribute variations in colour and texture of panels to obtain uniform appearance. .1 Carefully examine work on completion and replace uneven or defective materials, eliminate all waved, remedy damaged, exposed finished surfaces and remove soiled or stained areas. .2 Clean dirty and discoloured surfaces of acoustical units and suspension system according to manufacturer's recommendations. .3 Repiace damaged tiles as noted on final Deficiency List. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Resilient Sheet Flooring (Linoleum) Section 09666 Page 1 February 11, 2008 PART 1 - GENERAL 1 .1 General Reauirements 1.2 Submittals 1 .4 Quality Assurance 1.5 Proiect Conditions 1.6 Maintenance PART 2 PRODUCTS 2.1 Materials .1 Conform to Sections of Division 1 as applicable. .1 Samples: Submit duplicate 300 x 300 mm (12" x 12") sample pieces of sheet material in accordance with Section 01001. .2 Maintenance Data: Provide maintenance data for resilient flooring for incorporation into maintenance manual specified in Section 01782. .1 Qualifications .1 Surface Burning Characteristics to CAN/ULC -S102.2- M88, Surface Buming Characteristics of Flooring, Floor Covering and Miscellaneous Materials and Assemblies. .1 Environmental Requirements: Air temperature and structural base temperature at flooring installation are shall be above 20eC (68eF) for 72 hours before, during and 48 hours after installation. .1 Extra Materials .1 Deliver 5 m2 of each colour, pattem and type flooring material required for maintenance use. Store where indicated. Identify each roll. .2 Maintenance materials to be same production run as installed materials. .1 Sheet Flooring: Total thickness 2.5 mm, Marmoleum Dual, distributed by Armstrong tel. 1-800-356-9301 ex!. 8987, fax 416-265-4745 or Marmorette Linoleum distributed by Phoenix tel. 416-745-4200 or fax 416-745-4211. .2 Colours selected from manufacturer's coiours in this range. Three (3) colours will be used on the project. Geometrical patterns using two (2) colours may be used in each room. .3 Primers and Adhesives: Waterproof, of types recommended by resilient flooring manufacturer for specific material on applicable substrate, above, on or below grade. Adhesives must comply with requirements of LEED 4.1 Low-Emitting Adhesives. Resilient Sheet Flooring (Linoleum) I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 09666 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Insoection 3.2 Preoaration 3.3 Aoclication .4 Sub-Floor Filler: White premix latex requiring water only to produce cementitious paste. .5 Metal Edge Strips: Aluminum extruded, smooth, mill finish, with lip to extend under floor finish, shoulder flush with top of adjacent floor finish. .6 Sealer and Wax: Type recommended by resilient flooring materials manufacturer for material type and location. .7 Welding Rods: DLW Welding Rods colour match to selected steel, colours, linoleum. .1 Ensure sub floor meet manufacturer's requirements. .1 Clean floor and apply filler, trowel and float to leave smooth, flat hard surface. Prohibit traffic until filler has cured. .2 Prime and seal sub-floor to resilient flooring manufacturer's recommendations. .1 Floor Application .1 Apply adhesive uniformly using recommended trowel. Do not spread more adhesive than can be covered by flooring before initial set takes place. .2 Lay flooring with seams parallel to building iines to produce a minimum number of seams. Border widths minimum 1/3 width of full material. Review seams with Architect site representative prior to installing. Adjust if requested. .3 Run sheets parallel to width of room. Double cut sheet joints (and continuously seal). .4 As installation progresses, roll flooring with 45 kg. (100 lb.) roller to ensure full adhesion. .5 Cut flooring neatly around fixed objects. .6 Install colours selected to patterns provided by the ArcMect. .7 Install flooring in pan type floor access covers. Maintain floor pattern. .8 Continue flooring over areas which will be under built- in furniture. .9 Terminate flooring at centreline of door in openings where adjacent floor finish or colour is dissimilar. .10 Install metal edge strips at unprotected or exposed edges where flooring terminates. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No.. 0633 Tender #CL2008-7 Resilient Sheet Flooring (Linoleum) Section 09666 Page 3 February 11, 2008 3.4 Weldino of Seams .1 Weld all seams following manufacturer's printed instructions and recommendations. .2 Match colour of welding rod to colour of selected linoleum sheet. 3.5 Cleaninci .1 Remove excess adhesive from floor, base and wall surfaces without damage. .2 Clean, seal and wax floor to flooring manufacturer's instructions. 3.6 Protection .1 Prohibit traffic on floor for 48 hours after installation. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Carpeting Section 09680 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1.3 Samoles 1.4 Shoo Drawinos 1.5 Maintenance Data 1.6 Maintenance Colour Materials PART 2 - PRODUCTS 2.1 Materials .1 Comply to requirements of Division 1 as applicable. .1 Wood Base Section 06200 .2 Floor Access Covers Division 15 Division 16 .1 Submit duplicate 125 x 75 mm pieces for colour selected, 150 mm lengths of accessories and complete list of products proposed for use on the project. Submit in accordance with Section 01001. .1 Submit Shop Drawings in accordance with Section 01001. .2 Indicate locations and lengths of tiles for carpeted areas, at tiles, accent patterns and other details required by Consultant to clarify work. .1 Provide maintenance data for carpet maintenance for incorporation into Operation and Maintenance Manual specified in Section 01001. .1 Deliver 20 m2 of the selected colour to the Owner for maintenance use. Store where directed. .2 Maintenance materials to be full size piece of same production run as installed materials. .1 Carpet .1 Field Carpet, Interface Carpet, 1968 Collection .1 #12446 Exchange Street, #7633 'GoldlTan', 50 em. .2 Accent Carpets: Interface Carpet, 1968 Collection .1 #12451 Tram Street, #7645 'GoldrTan', 1 m .2 #12452 Bull Ring, #7657 'GoldrTan', 1 m .3 #12453 Blackwell Street, #7669 'GoldrTan', 1 m .4 #12445 New Road, #7626 'GoldrTan', 50 em. .3 Geometric patterns using the tile in .2 will be used in the Accent Carpet Areas. Newcastle Branch Library Mun icipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Carpeting Section 09680 Page 2 February 11, 2008 PART 3 - EXECUTION 3.1 Workmanshio 3.2 Preoaration 3.3 Caroet Binder Bars 3.4 Carpet Installation - General .4 Interface Carpet, tel. 613-548-7003, Cell 613-794-5256, fax 613-548-4177. .5 No alternatives permitted. .2 10-year wear guarantee and no zippering guarantee. .3 Seaming Tape: Of types as recommended by carpet manufacturer for purpose intended. .4 Binder Bars: Aluminum, light bronze anodized finish screw down type of type recommended by carpet manufacturer. .5 Adhesive: Non-release type of brand recommended by carpet manufacturer. Gripset 2500 by Interface. .6 Carpet Protection: Non-staining heavy duty Kraft Paper or 0.15 mm thick polyethylene film. .7 Concrete Floor Sealer: To CGSB 25-GP-20M, Type 1. .8 Sub-floor Filler: White premix latex requiring only water to produce cementitious paste. .9 Seam Sealers: Of type recommended by manufacturer. .1 Install glue-down carpet in accordance with CGSB 4-GP-156 and manufacturer's printed instructions. .2 Install in accordance with reviewed Shop Drawings. .1 Prepare floor surfaces in accordance with CGSB 4-GP-156 and manufacturer's printed instructions. .2 Use sub-floor filler as required. .1 Use metal binder bars at exposed carpet edges and centre under doors in door openings. .1 Install carpet in accordance with Shop Drawings. .2 Pre-condition, stretch and install carpet following manufacturer's printed instructions. Fit neatly around architectural, mechanical, electrical and telephone outlets, and furniture fitments, around perimeter of rooms into recesses, and around projections. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Carpeting Section 09680 Page 3 February 11, 2008 .3 Seal edges of cut-outs. 3.5 Carpet Tile Installation .1 Install to manufacturer's printed instructions. 3.6 Protection of Finished Work .1 Vacuum carpets clean. with carpet protection. shifting. Protect traffic areas of carpeted floors Tape edges and joints to prevent I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Related Work 1.3 Quality Assurance .1 Comply with requirements of Division 1 as applicable. .1 Pavement Marking Section 02516 Asphalt Concrete Paving .2 Shop Priming Structural Steel Section 05120 Structural Steel .3 Shop Priming Steel Joists Section 05210 Steel Joists .4 Shop Priming Miscellaneous Metals Section 05500 Miscellaneous Metals .5 Millwork Finishes Section 06400 .1 Qualification of Manufacturer: The paint products of the paint manufacturer shall be listed in the Ontario Painting Contractors Association Architectural Painting Specification Manual, latest edition, under "Paint Product Recommendation" section, premium grade. .2 Association Manual: Provide copy of Ontario Painting Contractor's Association Architectural Painting Specification Manual, Latest edition, and maintain one (1) copy at site office for reference. .3 Conform to OPCA Manual, latest edition. 1.4 References .1 CAN/CGSB-1.36-M90 General Purpose Interior Varnish. .2 CAN/CGSB-1.38-M91 Interior Enamel Undercoater. .3 CAN/CGSB-1.40-M89 Primer, Structural, Miscellaneous and Ornamental Steel, Oil Alkyd Type. .4 CAN/CGSB-1.57-M90 Alkyd, Interior, Semigloss, Enamel. .5 CAN/CGSB-1.59-M89 Alkyd, Exterior Gloss Enamel. .6 CAN/CGSB-1.60-M89 Interior Alkyd Gloss Enamel. .7 CAN/CGSB-1.70-M91 High Solvency Thinner. .8 CAN/CGSB-1.102-M89 Clear Alkyd Type Sealer. Painting I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Section 09900 Page 2 February 11, 2008 1.5 Submissions 1.6 Environmental Reouirements .16 . .17 .18 .1 .2 .3 .1 .2 .3 .9 CAN/CGSB-1.118-M89 Interior Alkyd, Flat Finish. CGSB 1-GP-121M-77 Coating, Vinyl, Pretreatment, for Metals (Vinyl Wash Primer). CAN/CGSB-1.126-M91 Vinyl Sealer for Wood. CAN/CGSB-1.140-M89 Oil-Alkyd type Red Lead, Iron Oxide Primer. .10 .11 .12 .13 CAN/CGSB-1.145-M90 Solvent-Based Pigmented Stain. CAN/CGSB-1.188-M90 Emulsion Type Filler Masonry Block. CGSB 85-GP-14M-78 Painting Steel Surfaces Exposed to Normally Dry Weather. .14 .15 CGSB 85-GP-16M-79 Painting Galvanized Steel. CGSB 85-GP-31M-79 Painting Stucco, Masonry and Brick Surfaces. CGSB 85-GP-33M-79 Painting Interior Plaster and Wallboard. Submit samples in accordance with Section 01001 - General Requirements. Submit duplicate 300 x 200 mm sample panels of each paint type and colour and sheen specified. Use 10 mm birch plywood for wood finishes 10 mm wallboard for paint finishes over smooth surfaces, and 50 mm concrete block for concrete masonry. Do not apply paint finish in areas where dust is being generated. Do not apply paint when manufacturer's recommended temperature and humidity conditions are not present. Check surfaces with electrical moisture meter and do not proceed if reading is higher than manufacturer's recommended conditions. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 3 February 11 , 2008 1.7 Scooe of Work PART 2 PRODUCTS 2.1 Materials .1 Refer to Drawings and this Section for full scope of Work. Below Is a partial list. .2 Painting includes the following: .1 All exposed steel and steel structure is painted with Paint System Formula 9 or 37 as applicable. Included is steel supplied by 05500 Misc. Metals, 05120 Structural Steel and 05310 Metal Deck. .2 Hollow metal doors and frames are painted. Refer to Door Schedule. .3 Wood doors, frames and screens are clear varnished. .4 All exposed concrete block has raked joints, with two (2) coats of clear sealer. .5 All wood millwork (except baseboards, wood frames and screens) is finished by Section 06400. .6 Wood baseboard, wood frames and screens, and wood slats at the ceiling, are varnished by Section 09900. .7 Exposed interior concrete has two (2) coats of clear sealer. .8 All gypsum board partitions, ceilings and bulkheads are painted. .9 Exterior Paint: Steel, Formula 37 .1 Exterior rails and guards .2 Steel for wood trellis .3 Gates to gas meter and enclosures .4 Steel lintels. .10 Exterior Preservative Stain .1 All exterior wood soffits, trellises, lattices and screens have two (2) coats penetrating preservative stain. .11 Interior Paints: Formula 9 .1 Exposed steel structure. .2 All exposed steel elements. .3 Exposed metal deck and all exposed mechanical and electrical services. .1 Paint Materials: To CGSB Standards listed in Finishing Formulae. .2 Paint materials for each coating formulae to be products of a single manufacturer. .3 Approved Manufacturers (except as noted in .4 below): Premium commercial products by Para, Pratt and Lambert, Glidden (ICI), Benjamin Moore or Sherwin Williams as noted below except where other products are named below. Where other products are named below, use only these products. Painting I I I I I I I I I I I I I I I I I I I Newcastie Sranch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 09900 Page 4 February 11, 2008 PART 3 - EXECUTION 3.1 Preparation of Surfaces .4 Painted steel interior and exterior (including hot dip galvanized steel): Devcoe Coatings by ICI Paints. .5 Colours .1 Up to twenty (20) colours may be used. .2 Colours may be changed on outside or inside corners. .3 Up to five (5) may be used in one room. .4 Colours will be dark, saturated hues. .1 Prepare surfaces in accordance with Chapter 3, "Surface Preparation", and Chapter 8A of the Association Manual, in addition to the following requirements. .2 Prepare wood surfaces to CGSS 85-GP-1 M .1 Use CAN/CGSS-1.126 vinyl sealer over knots resinous areas. .2 Apply wood paste filler to nail holes and cracks. .3 Tint filler to match stains for stained woodwork. .4 Seal wood doors before handling by Section 06200 - Finish Carpentry. .3 Touch up shop paint primer on steel with CAN/CGSS-1.40 to CGSS 85-GP-14M. .4 Prepare galvanized steel and zinc coated surfaces to CGSS 85- GP-16M. .5 Prepare masonry, stucco and concrete surfaces to CGSS 85- GP-31M. .6 Prepare plaster and wallboard surfaces to CGSS 85-GP-33M. Fill minor cracks with plaster patching compound. .1 Ensure that gypsum board joints are smooth and board is clean and free of any jointing compound spatter. .2 Test surfaces for alkalinity with pink litmus paper or other recognized method. .7 Vacuum fibre acoustic tile and insulation covering surfaces. .8 Prepare copper piping and accessories to CGSS 85-GP-20M. .9 Hardware: Remove finish hardware, electric plates and accessories. Mask any that are not removable. Replace when paint is dry and clean them. Do not clean with solvent that will remove permanent finish. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 5 February 11, 2008 3.2 Aoolication .10 Metal: Clean unpainted and shop primed metal to provide satisfactory surfaces to receive overcoats and provide permanent adhesion of coatings. Remove rust and scale with emery paper and wire brushes. Prime bare metal, make good shop primed metal where abraded, feather out edges to make touch-up patches inconspicuous. Thoroughly clean metal surfaces including piping and ductwork of oil and grease with mineral spirits. .1 Apply finishes to all surfaces scheduled to be finished. Finishes shall be free of defects in materials and Workmanship affecting appearance and performance. Defects shall include but not be limited to improper cleaning and preparation of surfaces, entrapped dust and dirt, alligatoring, blisters, peeling, drips, runs, uneven coverage, misses, poor cutting in, improper use or application of materials. .2 Paint shall be applied by means of brushes except for wall and ceiling surfaces on which the paint shall be applied by rollers. Varnish shall be brushed. Spray painting will be permitted in areas where exposed decks and structure are scheduled to be painted and large wall areas occur. The spray equipment shall be airless type. Consultant may at any time prohibit use of spray painting for such reasons during application as carelessness, poor masking or protective measures, drifting paint fog, disturbance to other trades or failure to obtain a dense, even, opaque finish. All motors, fans and mechanical ventilation system equipment are to be shut off during spray painting. .3 Materials shall be thoroughly mixed before applications and applied without cutting or admixture of any kind except as may be directed by the manufacturer. They shall be applied evenly, in full coals, free from brush marks, sags, runs, crawls and other defects. Paint shall be uniform in sheen, colour and texture. .4 Apply materials in strict accordance with manufacturer's directions and specifications and be familiar with those directions and specifications. .5 Any areas exhibiting incomplete or unsatisfactory coverage shall have the entire plane painted. Patching will not be acceptable. .6 Permit paint to dry before applying succeeding coals, touch up suction spots and sand between coats with No. 00 sandpaper. Remove dust of sanding. .7 Finishes and number of coats specified are intended to cover surface completely. If they do not, apply further coats until complete coverage is achieved as required. Paint entire plane or areas which have been cut and patched. Painting I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Section 09900 Page 6 February 11, 2008 .16 .17 .18 .19 .8 Arrange to have traffic barred from completed areas wherever possible or provide adequate protection acceptable to the Consultant. .9 Tint filler to match wood to receive clear finishes. Work filler well into grain and before it has set wipe excess from surface. .10 Prime woodwork designed for painting as soon as possible after woodwork is delivered to site. Prime all surfaces of such woodwork, whether exposed or not, before installation. Back prime woodwork which is to receive transparent finish with one coat of transparent finish reduced 25%. .11 Prime wood doors, reseal al cut edges of wood to be painted or finished, if material was cut subsequent to initial sealing. Seal or prime tops and bottoms of wood doors. .12 Apply primer coats to ferrous metal surfaces that have not received shop coat or primer. .13 Touch-up shop primed metal Work after loose paint and scale have been removed. .14 Make good paint finish on delivered items where surfaces have become marred or defaced. .15 Painting, except as noted below, shall be three (3) coat Work throughout including repainting Work, except where specifically indicated otherwise. Priming coat shall be colour toned lighter than second coat; second coat than finish coat; finish coat shall be approved colour. Each coat shall be inspected by the Consultant. If recoating occurs without Consultant's inspection it shall not be considered as having been done and shall be recoated. If additional coats are required for some colours to achieve an even and consistent coverage, these shall be included in the Contract. Sand and dust between each coat to remove defects visible from distance up to 1.5 m. Finish bottoms, edges, tops and cutouts of doors after fitting as specified for door surfaces. Finish tops of cabinets and projecting ledges, both above and below sight lines as specified for surrounding surfaces. Finish closets and aicoves as specified for adjoining rooms. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 7 February 11, 2008 .20 Finish Schedule .1 Assume full responsibility for painting and varnishing of all materials of the contract exposed in the finished Work which do not already have finished surfaces and that normally require paint or varnish finish. Inspect surfaces over which the Work of this Section is dependent for unevenness, cracks, surface defects, moisture, cleanliness, roughness and other irregularities detrimental to the application and performance of the Work. Confirm conditions satisfactory before proceeding. Failure in complying with above or failure to have unsatisfactory conditions corrected before proceeding shall relieve Contractor of responsibility for perfect results. .2 Exposed means visible in complete Work including interiors of cupboards and closets. .3 Seal top and bottom of wood doors. .4 Consultant shall have the option of having wood painted or with transparent finish; wood shall be stained to Consultant's approval. .5 In instances where materials specified are not suitable for particular job application or are contrary to manufacturer's recommendations for use on particular surface, immediately bring to attention of Consultant for clarification and instructions. .6 Consultant shall have right to make changes in colour tone of finishes prior to final coat to obtain desired results without additional cost to Owner. .7 Gloss terms have following values (ASTM D523-67 "Text for Specular Gloss"): Gloss Term Gloss Value Flat Flat 5 to 20 Eggshell 20 to 40 Semi-gloss 40 to 60 Gloss, medium 60 to 80 Gloss, high 80 to 80 .8 Colour chart giving colour schemes and gloss vaiues will be prepared by Consultant after tendering. Final selection of colours of all finishes throughout and whether finishes are transparent (natural) or opaque (paint) shall rest solely with Consultant. .9 The following titles and code numbers refer to the Ontario Contractors Association Architectural Painting Specification Manuai, latest edition, unless otherwise indicated for type of coating, grade, named products and their manufacturers. All finishes to be prime grade. Meet requirements of Architectural Painting Specification Manual for surfaces requiring painting, for which paint formula Is not included hereunder. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 8 February 11, 2008 3.3 Mechanical and Electrical Eouipment 3.4 Ferrous Materials 3.5 Patchino .1 Paint exposed conduits, pipes, hangers and ather mechanical and electrical equipment occurring in finished areas as well as inside cupboards and cabinet Work. Colour and texture to match adjacent surfaces, except as noted otherwise. .2 Paint piping, conduits, ductwork and other unfinished equipment in boiler room, mechanical rooms, and electrical rooms. In other unfinished areas leave equipment, piping, conduits, hangers etc, in original finish and touch up scratches and marks. .3 Keep sprinkler heads free of paint. .4 Paint inside of ductwork where visible with primer and one coat of matt black paint. .5 Paint disconnect switches for fire alarm system and exit light systems in red enamel. .6 Paint both sides and edges of plywood backboards for equipment before installation. Leave equipment in original finish except for touch-up as required, and paint conduits, mounting accessories and other unfinished items. .7 Leave inside of mechanical cabinets unpainted. .8 Leave name plates unpainted. .1 Paint all exposed interior ferrous materials in all areas where paint finishes are cailed for in the schedule, and in all areas where exposed to view. This includes columns, beams and purlins at roof level, railings on stair and around opening to lower level. .2 Paint all exposed exterior steel. Material to be painted includes but is not limited to angle lintels, hoilow metal doors and frames, railings, stairs, bollards, steam columns and beams of canopies, roof ladder and gas piping. Work includes applying two (2) topcoats to exposed steel which has intumescent paint. .3 .1 Do all retouching to ensure that the Work is handed over to the Owner free of runs, spatter, finger marks, rust, watermarks, scratches, blemishes or other disfigurations. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 9 February 11, 2008 3.6 Interior Finishes 3.7 Exterior Finishes .1 Formula 1: For concrete block and poured concrete walls apply two (2) coats clear finish, satin sheen, Water based clear urethane, satin finish; Stays Clear by Benjamin Moore. An equivalent product is Interior Acrylic Varnish #1332/1334 by ICI Paints. .2 Formula 8: Gypsum board walls and ceilings apply: .1 One (1) coat primer-sealer CAN/CGSB-1.119 .2 A minimum two (2) coats eggshell paint CAN/CGSB- 1.118. Additional coats as required to obtain proper and consistent coverage of each colour selection. .3 Formula 9: For exposed steel structure: .1 Devflex 4020 Primer Sealer by Devcoe Coatings. .2 Top Coat: Two (2) finish coats Devflex 4210 by Devcoe Coatings, semi-gloss. .3 Devcoe Coatings as distributed by ICI Paints. .4 Formula 10 Alkyd: For woodwork to receive paint finish: .1 Spot prime knots and resinous areas CAN/CGSB-1.126. .2 One (1) coat enamel undercoat CAN/CGSB-1.38. .3 Two (2) coats semi-gloss enamel CAN CGSB-1.57. .5 Formuia 20: For woodwork to receive natural finish appiy: .1 One (1) coat paste-filler .2 One (1) coat sanding sealer .3 Two (2) coats satin varnish CAN/CGSB-1.36 .6 Formula 23: For insulation covering apply: .1 One (1) coat tinted enamel undercoat CAN/CGSB-1.38 .2 One (1) coat gloss enamel CAN/CGSB-1.60 .3 One (1) coat semi-gloss enamel CAN/CGSB-1.57. .7 Formula 24: For copper piping and fittings apply: .1 One (1) coat vinyl wash primer CGSB 1-GP-121M one coat tinted enamel undercoat CAN/CGSB-1.38 .2 One (1) coat semi-gloss enamel CAN/CGSB-1.57. .1 Formula 37: For Hot Dipped Galvanized Steel/Exposed Steel .1 Preparation: Degrease by solvent washing and etch with Devcoe Coatings metal conditioning solution. .2 Primer: Devfiex 4020 by Devcoe Coatings. .3 Top Coats: Two (2) coats Devflex 4216 semi-gloss. .4 Devcoe Coatings as distributed by ICI Paints. .2 Formula 38: For all exterior wood elements .1 Prepare to manufacturer's printed instructions. .2 Two (2) coats stain and penetrating preservative sealer by SIKA. .3 Both coats to wood elements before installation. Treat all cut outs with two (2) coats. Newcastie Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Painting Section 09900 Page 10 February 11. 2008 3.8 Deficiencies 3.9 Cleanino .1 Complete all painting touch ups, repairs and repainting as listed on Deficiency List. .1 Promptly as the Work proceeds and on completion of the Work. remove all paint where spilled, splashed or spattered during the progress of the Work keep the premises free from any unnecessary accumulation of lools. equipment, surplus materials and debris; at the conclusion of the Work leave the premises neat and clean to the satisfaction of the Consultant. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Manufactured Specialties Section 10000 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1.2 Submittals PART 2 - PRODUCTS 2.1 Materials .1 .1 .2 .3 .1 .2 Conform to requirements of Division 1 as applicable. Samples: Submit for approval the complete range of colours, finishes and material for the various items of work specified herein. Submit in accordance with Section 01001 - General Requirements. Shop Drawings: Submit Shop Drawings for review in accordance with Section 01001 - General Requirements. Maintenance Data and Operating Instructions: Provide copies of Maintenance and Operating Instructions in accordance with Section 01782. Recessed Entrance Mat .1 Scandinavian Products Incorporated, distributed by: M. W. McGill & Associates 1734 Orangebrook Court, #5 Pickering, Ontario llW 3G8 Tel. 888-624-4557 Fax 888-624-4558. .2 Model: Kabe Mat DeluxelAl-1 00 Frame, clear anodized. .3 Size: Two (2) required: One (1) is 1600 mm x 1500 mm and second is 1300 mm x 5700 mm as shown. Site measure to confirm exact size. .4 Mat Sink Frame: 3 mm stainless steel, sized to suit entrance mat. . Coat Rod and Hat Shelf .1 Supply and install Baywall Model B1 0-1 0 coat and hat rack length as shown on the drawings with bracket spacing 36" maximum, distributed by Architectural School Products ltd., Mississauga, 905-862-4287. .2 length: Determine by referring to Drawings. located in Rooms, Coats 111 and Corridor 116. .3 Shelves shall consist of four (4) 3/4" O.D. x .049" wall, clear anodized aluminum tubes, with ends closed by matching piastic plug buttons, supported by matching die-cast aluminum bracketsllnd striated cap to prevent tubes from turning. .4 Wall mounting shall consist of clear anodized aluminum dovetail extrusions for each bracket to manufacturer's standard length to give vertical adjustment. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Manufactured Specialties Section 10000 Page 2 February 11 , 2008 .5 Hanger bar shall be satin finished chromium plated steel tubing 1" O.D. x .049" wall, in length to match rack with matching plug buttons. .3 Video and Book Retum Drop Boxes .1 Kingsley built in book and audiovisual return one (1) in total required Model #10-8900. .2 Each with stainless steel faceplate and fire deterrent chute Model #50-8000 and stainless steel weather hood Model #99-1200. .3 Letters stating RETURNS. .4 Distributor Carr Mclean, tel. 1-800-258-2123. .5 Set chute at correct height to work with future fire deterrent carts supplied by Owner. .6 Each drop box must include a lock, which can be opened from the inside of the drop box Model #50-0005. .7 Submit Shop Drawings for review in accordance with 01001. .4 Roof Hatch .1 Type S complete with ladder up safety post by Bilco, 1050 Brydges Street, London, Ontario, N5W 2B4, tel. 519-659-7331, fax 519-455-8593, www.bllco.com. .2 Size: 610 mm x 750 mm. .3 Complete with 305 mm high curb 14 gauge galvanized steel. .4 finishes: Mill finish aluminum. .5 Submit Shop Drawings to requirements of Section 01005. .5 Acoustic Panels .1 High impact resistant acoustic panels (Tackable) by Decoustics, 65 Disco Road, Toronto, Ontario, tel. 1-800- 387-3809 or 416-675-3983 or approved equal. .2 54 mm panel thickness, fabric finish. .3 All panel components to have a fiame spread rating of less than 25 and the composite panel must meet the Class A rating of OBC (less than 25). .4 Mount panels to ceiling using manufacturer's standard mechanically fastened system including panel clips, wall clips and levelling clips. .5 Panel sizes and configurations as shown. .6 Square resigned edges. .7 Fabric colours selected from manufacturer's extended fabric range. .8 Located in Rooms 110, 129, 101, 130, 139 and 140. Refer to Reflected Ceiling Plan and Details. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Manufactured Specialties Section 10000 Page 3 February 11, 2008 PART 3 - EXECUTION 3.1 Installation .6 Direct Vent Gas Fireplace .1 Model DV 360 by CFM Specialty Home Products, 410 Admiral Boulevard, Mississauga, Ontario, L5T 2N6, tel. 905-670-7777. .2 C/w stainless steel fiexible fiue. stainless steel wall cap and connections to power and to gas (brought to the area by others). .3 Equivalent by Vermont Castings/Majestic Products ltd. is approved. .4 Unit cIw heat activated variable speed fan system and remote control start up. .5 Small black trim kit only. No exposed brass trim perm itted. .7 Metal Access Doors .1 Two (2) required. Locations as designated on site by Consultant. .2 600 mm x 600 mm lockable, recessed to receive tile finish. .3 Type AP 5010 by Acudor or equivalent, but complete with lock. .4 Recessed to achieve 16 mm drywall finish. .5 Acudor Access Doors: 1734 Orangebrook Court, Units 6 & 7, Pickering, Ontario, L1W 3G8, tel. 905-839-7165, fax 905-839-8230. Acudor is distributed in the Ottawa area by Waimar, 24 Gurdwara Street, Nepean, Ontario, K2E 8B5, tel. 613-225-9774, fax 613-225-2972. .1 Install Work securely as indicated and in accordance with Shop Drawings and manufacturer's instructions. .2 Form level mat sink, 22 mm deep (actual depth to be confirmed by Shop Drawings). Frame mat sink with 3 inch stainless steel frame. .3 Set books retum to barrier-free height and to accept Owner supplied fire deterrent carts. .4 Install acoustic panels as shown and to manufacturer's printed instructions. I I I I I I I I I I I I I, I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 PART 1 - GENERAL 1.0 General 1.1 References 1.2 Shoo Drawinos 1.3 Related Work PART 2 - PRODUCTS 2.1 Manufactured Unit PART 3 - EXECUTION 3.1 Installation Metal Lockers Section 10505 Page 1 February 11, 2008 .1 Comply with requirements of Division 1. .1 CAN/CGSB-44.40-92, Steel Clothing Locker. .1 Submit Shop Drawings in accordance with Section 01001. .1 Wood Blocking: Section 06100 - Rough Carpentry. .1 Lockers: To CAN/CGHSB-44.40, Type: Two (2) tiers high locker Class 2 - a bank of two (2) or more lockers, freestanding: .1 Size: 12" wide x 18" deep x 6'-0" high. Each 12" wide section is divided into two (2) lockers .2 Room 116: 6 x 2 high = 12 total lockers .3 Top: Sloped .4 All ends: Finished .5 Vein textured finish .6 Supply all required closures and fillers to suit configuration shown. .2 Hadrian Emperor Locker System or equivalent by Shannahan, Canadian Locker Company or Bradley. All alternatives must use vein-textured finish. If this is not a standard finish, then the listed alternatives must provide a custom vein-textured finish. .3 16 gauge outer door panels. .4 Handles: Recessed door pulls to take padlocks supplied by Owner. .1 Assemble and install lockers in accordance with manufacturer's written instructions. .2 Securely fasten lockers to grounds and nailing strips. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Metal Lockers Section 10505 Page 2 February 11, 2008 .3 Install filler panels (false fronts) where indicated where required to suit configuration shown, and where obstructions occur. .4 Install continuous sloped tops including above filler panels. I I I I I I I I I I I I I I I I I I I I I I I I. I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender#CL2008-7 Washroom Accessories Section 1 0800 Page 1 February 11, 2008 PART 1 - GENERAL 1.1 General 1 .2 Related Sections 1.3 References 1 .4 Shoo Drawinos .1 .1 Comply with requirements of Division 1 as applicable. .1 Section 06101 Rough Carpentry: Wood Framing. .2 Section 10505 - Lockers. .1 ASTM A167-91, Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip. ASTM A525M-91 b, Specification for General Requirements for Steel sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process Metric. .2 .3 ASTM A526M-90, Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Commercial Quality. .4 ASTM B456-91a, Specification for Electrodeposited Coating of Copper Plus Nickel Plus Chromium and Nickel Plus Chromium. .5 CAN/CGSB-l.81-M90, Air Drying and Baking Alkyd Primer for Vehicles and Equipment. .6 CAN/CGSB-l.88-92, Gloss Alkyd Enamel, Air Drying and Baking. .7 CAN/CGSB-12.5-M86, Mirrors, Silvered. .8 CGSB 31-GP-l07Ma-90, Non-inhibited Phosphoric Acid Base Metal Conditioner and Rust Remover. .9 .10 CAN/CSA-B651-M90, Barrier-Free Design. CAN/CSA-G164-M92, Hot Dip Galvanizing of Irregularly Shaped Articles. Submit Shop Drawings in accordance with Section 01001 General Requirements. .2 Indicate size and description of components, base material, surface finish inside and out, hardware and iocks, attachment devices, description of rough-in-frame, building-in details of anchors for grab bars. .3 If Watrous or Bradley is used, submit cut sheets of Bobrick specified units and proposed equivalent to demonstrate compliance. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 1.5 Samples 1.6 Closeout Submittals 1.7 Extra Materials PART 2 - PRODUCTS 2.1 Materials 2.2 Components .3 Washroom Accessories Section 10800 Page 2 February 11, 2008 .1 Submit samples in accordance with Section 01001 - Generai Requirements. .2 One (1) sample of each type of accessory. .3 Samples to be retumed for inclusion into work. .1 Provide operation and maintenance data for toilet and bath accessories far incorporation into manual specified in Section 01001 - General Requirements. .1 Provide special tools required far assembly/disassembly or removal for toilet accessories in accordance with requirements Section 01001 - General Requirements. accessing, and bath specified in .2 Deliver special tools to Owner's Representative. .1 Sheet Steel: Commerciai quality to ASTM A526M with ZF001 designation zinc coating. .2 Stainless Steel Sheet Metal: To ASTM A167, Type 304, with polished finish. .3 Stainless Steel Tubing: Type 304, commercial grade, seamless welded, 1.2 mm wall thickness. .4 Fasteners: Concealed screws and bolts hot dip galvanized, exposed fasteners to match face of unit. Expansion shields fibre, lead or rubber as recommended by accessory manufacturer for component and its intended use. .5 Models below are by Bobrick. Equivalent by Watrous or Bradley is acceptable. Other manufacturers will be considered if material is received seven (7) days before closing. If accepted an addendum will be issued. If no Addenda are issued, Bid on basis of named manufacturer. .1 Toilet Tissue Dispensers: Supplied by Owner. .2 Combination Towel DispenserslWaste Receptacles .1 Recessed B-3900. .2 Semi-Recessed B-3904. Soap Dispensers: Supplied by Owner. I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Washroom Accessories Section 10800 Page 3 February 11, 2008 2.3 Fabrication .4 Grab Bars: 32 mm diameter concealed mountings peened non- slip gripping surface, polished flange and end of bar. B550 series, 600 mm long and 762 x 762 L-shaped. Grab bar material and anchorage to withstand downward pull of 2.2 kN. .5 Mirrors .1 Mirror B165 Series. .2 Concealed mounting brackets B165 Series, size to suit mirror. .3 610 mm x 1220 mm or610 x 1500 mm as shown. .6 Coat Hooks: B-2116 by Bobrick. .7 Standard Fold Down Baby Change Table: Koala Bear Kare Baby Changing Station. Horizontal Model, Colour: Whtte Granite. .8 Hand Dryer .1 Listed under re-examination service of ULC. CSA approved type. .2 Model B-709 by Bobrick surface mounted hands free operation. Cast aluminum with piatinum painted cover. .3 208 volts, 1900 watts, phase to suit building eiectrical system. .9 Folding Seat: B5191. .10 Surface Mounted Waste Receptacle B-279. .11 Semi-recessed Waste Receptacle B-3644. .1 Weld and grind joints of fabricated components flush and smooth. Use mechanical fasteners only where approved. .2 Wherever possible form exposed surfaces from one sheet of stock, free of joints. .3 Brake form sheet metal work with 1.5 mm radius bends. .4 Form surfaces flat without distortion. Maintain flat surfaces without scratches or dents. .5 Back paint components where contact is made with building finishes to prevent electrolysis. .6 Hot dip galvanize concealed ferrous metal anchors and fastening devices to CSA G164. .7 Shop assemble components and package complete with anchors and fittings. Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Washroom Accessories Section 10800 Page 4 February 11, 2008 2.4 Finishes PART 3 - EXECUTION 3.1 Installation 3.2 Schedule .8 Deliver inserts and rough-in frames to job site at appropriate time for building-in. Provide templates, details and instructions for building in anchors and inserts. .9 Provide steel anchor plates and components for installation on studding and building framing. .1 Chrome and Nickel Plating: To ASTM B456, polished finish. Baked Enamel: Condition metal by applying one (1) coat of metal conditioner to CGSB 31-GP-l07Ma, apply one (1) coat Type 2 primer to CAN/CGSB-l.81 and bake, apply two (2) coats Type 2 enamel to CAN/CGSB-l.88 and bake to hard, durable finish. Sand between final coals. Colour selected from standard range by Consultant. .2 .3 Manufacturer's or brand names on face of units not acceptable. .1 Install and secure accessories rigidly in place as follows: .1 Stud walls: Install steel back-pi ate to stud prior to plaster or drywall finish. Provide plate with threaded studs or plugs. .2 Hollow masonry units or existing plaster/drywall: Use toggle bolts drilled into cell/wall cavity. .3 Solid masonry, marble, stone or concrete: Use bolt with lead expansion sleeve set into drilled hole. .4 Toilet/shower compartments: Use male/female through bolts. .2 Install grab bars on built-in anchors provided by bar manufacturer. .3 Use tamper-proof screws/bolts for fasteners. .4 Install mirrors in accordance with Section 08800 Glazing in accordance with manufacturer's printed instructions and in accordance with good industry practice. .1 Supply and install accessories where indicated and as follows. Exact locations determined by Consultant. .2 Toilet Tissue Dispensers .1 Install one (1) at each toilet. Total: Five (5). .3 Combination Towel Dispensers/Waste Receptacles .1 One (1) semi-recessed in Room 117. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 Washroom Accessories Section 10800 Page 5 February 11 , 2008 .4 Soap Dispensers .1 Install one (1) at each washbasin in single washrooms. Total: Five (5). .2 Install one (1) at each other sink. Total: Two (2). .5 Grab Bars .1 Three (3) straight bars and three (3) L-shaped bars in Rooms 108, 105 and 117. .6 Coat Hooks .1 Program Room, Room 110: Total: Forty (40). .2 Back of Door, Office Room 123: Total: Two (2). .3 Two (2) in each Washroom: Total: Ten (10). .7 Standard Horizontal Fold Down Change Tables .1 One (1) per washroom; Rooms 108 and 109. Total: Two (2). .8 Semi-recessed Waste Receptacles . .1 One (1) in each of Washrooms 104, 107, 108 and 109. .9 Fold Down Seat .1 One (1) in Room 109. .10 Mirrors .1 One (1) 610 x 1500 mm and five (5) 610 x 1220 mm size. Total of six (6). .11 Hand Dryers .1 One (1) in each of Rooms 104, 107, 108, 109 and 117. Total: Five (5). .12 Toilet Tissue Dispensers (supplied by Owner) .1 Install five (5) in Rooms 109, 107, 108, 101 and 117. I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd, February 28, 2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.1 The following items are part of the Contract Documents and are to be included in the Base Bid. The Bid Documents are revised as follows: Item Dwg. No. Specification Revisions/Clarification/Additional No. Reference Reference Information/Remarks 1 NA NA Present at pre-tender briefing M. Shariati, Struct-Con Construction Ltd. Craig Teel, J.J. McGuire Rick McVety , Pre-Eng Contracting Ltd. Neil Gerrits, Gerr Construction Limited Clemente (Tony) Garritano, Garritano Bros. Ltd. Bruce Taylor, Municipality of Clarington Jerry Barber, Purchasing Dept., Clarington Gerald Shoalts, Shoalts & Zaback Architects Ltd. 2 NA NA Overview of Revisions from previous project. Below is an overview of changes which have been made to the previous project. Bidders must review drawings and specifications to determine the full scope of revisions of this project. This list is for convenience of the bidders. Actual bids are to be based solely on actual drawings and specifications. General Changes (Division 0 and 1) .1 Project is not a formal LEED Project .2 Delete Commissioning Allowance (testing and balancing by Division 15) .3 Delete light fixture allowances. (Fixtures included in Division 16) .4 Delete Inspection and Testing Allowance . .5 Building Area is reduced by 500 ft.2 (Building is now :t9000 ft.2) Site Division 2 .1 Installing a soccer pitch (at former ball diamond) is now part of the project scope. .2 Parking lot layout revised. .3 Three benches deleted. .4 All asphalt to standard duty (heavy duty deleted). .5 Bin 0 chanoed to 100 mm'(f~om 150mm) Page 1 of 11 Gerald Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K iZ7 Associates: . Susan Croswell ' Eric Riddell . Todd Storms e-mail: mail@szarch.com Tel: (613) 541 0776 Fax; (613) 541 0804 I I I I I I I I I I I I I I I I I I I Addendum No.1 Dwg. No. Reference Newcastle Branch Library February 28, 2008 Specification Reference Revisions/Clarification/Additional Information/Remarks Concrete (Division 3) .1 Foundation Wall simplified Masonry below grade deleted. .2 Slab on grade is 5" (from 6") .3 Foundation below interior block walls deleted. A slab thickening used instead. Masonry (Division 4) .1 Height of Building Reduced by 200mm. .2 Interior exposed brick walls 200mm high with horizontal score (instead of ashlar blocks. Steel (Division 5) .1 Structure of pitched roof area revised and supplied (trusses deleted) .2 Children's Area pitched roof changed to flat. .3 Gauge of metal roof deck is changed. .4 Several other changes to steel framing and detailing. Millwork and Carpentry (Division 6) .1 Pa rapet details revised. .2 Millwork interior scope reduced. .3 Details in pitch roof area reduced significantly. .4 Children's House Millwork detailed. .5 Millwork materials and details significant. .6 Some exterior shading deleted. Division 7/8 (Envelope) .1 Building height reduced by 200 mm. .2 All windows changed to aluminum curtain wall. .3 One skylight deleted/round skylight changed to square. .4 Sliding Aluminum Entry Door changes to Swing door with barrier free operator. .5 Change shingles to standard 35 year shingle (Energy Star Shingles deleted) .6 TPO roofing changed to 2 ply MOD BIT. .7 Mechanical unit screen changed to Metal. Division 9 .1 Exercise fiooring changed to Linoleum. .2 Stone tile reduced (changed to carpet tile or linoleum) .3 Drywall ceilings simplified/some drywall changed to T-bar. .4 Painting simplified. Division 15 .1 Radiant heating deleted (will be added as a separate price) S:\AI1 Data\2006 Project5\0633 - Newcastle Branch Ubrary, Munidpality of Oarington\Contract Administration\Addendum\Re-tender\Addendum No. l.doc Page 2 of 11 I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/Clarification/Add itional Information/Remarks Division 16 .1 Light Fixture supplied by Division 16. .2 Reduction of floor data and power boxes. .3 Light controls simplified. 3 00300 Delete: 1.10.4.7 Stipulated Bid Delete: 1.10.4.8 Form Add: 1.10.4.7 - "Substantial Completion May 4, 2009" Add: 1.10.4.8 - "Deficiencies / Total Completion May 25, 2009" 4 06400 Delete: 2.3.1.1-..... y.cut... " Architectural Add: 2.3.1.1 - ..... rift cut ..." Miilwork Add: 2.4.21 - "Vertebra - round cable management, model 631.17.901 by Hafele. 5 07600 Section 2.1.1.2.1.1; 2.1.1.2.2.1, 2.1.1.2.3.1 Skylights Add: After "by Slimlite Skylights" "or equal by Artistic Skylights" 6 08120 Delete: 1.2.2 Aluminum Doors Add: 1.2.2 - "Reserved." and Frames and Delete: 2.3.6.7.1 Aluminum Interior Add: 2.3.6.7.1 "Three 0 required: 100.1, 100.2 and Screens 100.3" Add: 2.9.1 - "At each location where a window or door extends to floor level, supply and instail a heavy duty extruded aluminum threshold to cover the top of the exposed foundation wail. This is shown on 7/A31 0 and 3/A311. lengths to suite site requirements." 7 08120 Delete: 2.3.7.2 Aluminum Doors Add: 2.3.7.2 - "Magic-Force by Stanley; and Frames and Powerswing by Besam or approved equal." Aluminum Interior Screens 8 08520 Delete: 1.3.6 Aluminum Add: 1.3.6 - "Reserved." Windows and Delete: 1.3.7 Curtainwall Add: 1.3.7 - "Reserved." 9 08800 Delete: 1.3.8 Glazing Add: 1.3.8 - "Reserved." Delete: 1.3.9 Add: 1.3.9 - "Reserved." Page 3 of 11 S:\AII Data\2006 Projects\0633 - Newcastle Branch Ubrary, Municipality of Oarington\Contrad Administration\,Addendum\Re-tender\Addendum No. l.dcx: I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/Clarification/Additional Information/Remarks 10 09130 Add: 1.4.2 - "Seismic Restraint - All acoustical tile Acoustical ceilings are to have seismic restraint and are Suspension to be designed and installed (including Systems fastening and bracing) in accordance with Article B-4.1.8.17. of the current revision of the Ontario Building Code. Provide shop drawings for all seismic restraint systems required for ceiling installations. Shop drawings shall bear the seal of a Professional engineer registered in the Province of Ontario where required by Authorities having jurisdiction." 11 10000 Delete: 2.1.4.2 Add: 2.1.4.2 - "Size: 762mm x 914mm)." Add: To end of 2.1.4.1 - "or R-100A-SB with Safety bar by Lexcor, 52 Bramwin Court, Brampton, Ontario L6T 5G2, tel. 905-792-8800, fax 905- 792-8801, www.lexcor.net." 12 A001 Glazing Types Add: GL-5 - 6mm Tempered obscure glass (simulated sandblast ceramic frit). 13 A001 Interior Wall Types Add: Note 1. "All partitions are to extend to the underside of, and be sealed to the roof deck above. Where structural deflection is required to be accommodated, install double head tracks and/or compressible material with sealant on each side. Fill all flutes of steel deck at partitions with sound batting to create sound seal." Add: Note 2. "Provide seismic restraint of walls in accordance with Article B-4.1.8.17. of the current revision of the Ontario Building Code. Provide shop drawings for all seismic restraint systems required for high wall installations. Shop drawings shall bear the seal of a Professional engineer registered in the Province of Ontario where required by Authorities having jurisdiction." 14 A001 RoofTypes (Main Canopy and North Canopy Roofs) Delete: "6mm Fire retardant roof sheathing." Add: "16mm Fire retardant roof sheathing." 15 A001 Exterior Wall Types Delete: "Exterior Wall E1A - Reserved" Add: "Exterior Wall E1A - Same as E1 with 50mm Page 4 of 11 S:\AI1 Datl\2006 Projects\0633 - Newcastle Branch Ubrary, Municipality of Oarington\Contract Admini5tration\Addendum\Re-tender\Addendum No. l.doc I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/C larification/ Additional Information/Remarks semi rigid insulation." 16 A001 Exterior Wall Types Add: "Ex1erior Wall E5 (FOR KNEE WALL INFILL BETWEEN LOW AND HIGH ROOFS) PRE-FINISHED METAL SIDING AIRNAPOUR BARRIER 13mm EXTERIOR GRADE PLYWOOD 152mm STEEL STUDS AT 400 o.c. 150mm SEMI-RIGID INSULATION AIR SPACE 92mm STEEL STUDS AT 400 o.c. 16mm GYPSUM BOARD (INTERIOR FINISH)" Add: To the following details: 2/A311, 2/A312, 3/A213,2/A312, 3/A312, 7/A312 17 A001 Ex1erior Wall Types Add: "Exterior Wall E6 (FOR WOOD INFILL OVER WINDOWS) PRE-FINISHED FLASHING WITH DRIP EDGE AIRNAPOUR BARRIER 13mm EXTERIOR GRADE PLYWOOD 38mm SEMI-RIGID INSULATION AND PT BLOCKING 13mm EXTERIOR GRADE PLYWOOD 140mm WOOD STUDS AT 400 o.C. SPRAY FOAM INSULATION AT JUNCTION OF FRAMING AND ROOF 16mm GYPSUM BOARD (INTERIOR FINISH)" Add: To the following details: 4/A310, 5/A310, 5/A311, 6/A312, 3/A313,4/A313,4/A314, 5/A314 18 A001 Exterior Wall Types Add: "Ex1erior Wall E7 (FOR METAL FLASHING REVEAL AT TOP OF MASONRY WALL) PRE-FINISHED FLASHING WITH DRIP EDGE AIRNAPOUR BARRIER 13mm EXTERIOR GRADE PLYWOOD 38mm SEMI-RIGID INSULATION AND PT BLOCKING 190mm CONCRETE BLOCK (INTERIOR FINISH)" Add: To the following details: 1/A310, 3/A310, 6/A310, 6/A312, 1/A312, 1/A313, 1/A314, 21A314,3/A314 Page 5 of 11 S:\AII Data\2006 Projects\0633 . Newcastle Branch Ubrary, Municipality of C1arington\Contract Administration\Addendum\Re-tender\Addendum No. l.doc I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/Clarification/Additional Information/Remarks 19 A010 Site Plan General Notes: Delete: 6. Add: 6. - "Reserved." 20 A010 Site Plan General Notes: Add: 26. - "Extent of sod topsoil and sod installation, a minimum of 150mm topsoil and sod are to be installed on all areas within the hoarding / area of work; in all areas of the existing ball field where granular is removed; as required to reinstate the site after the installation of all new site services; to finish to the edge of existing pacing of the fire route and any other area of the site disturbed by this contract. Topsoil and sod are to be installed so that boundary is flush with the adjacent surface unless noted otherwise." 21 A010 Tree Schedule: Add: T2, Quercus Palustris, Pin Oak 50mm caliper, B&B, uniform." Delete: T1 tag from 11 of 22 tree on 1/A010. Add: T2 tag to 11 of 22 tree on 1/A010. (There are to be 11 T1 trees and 11 T2 trees installed on site, the exact location of each type will be determined on site.) 22 A015 Delete: DetaiI2/A015. Delete: Note in box "The work included in this detail is part of separate price #2 except as noted otherwise" from Details 5 and 6/A015. Delete: Note from Drawing Key "The work included in this detail is part of separate price #2 except as noted otherwise" from Details 5 and 6/A015. Delete: Detail5/A015. Add: Detail 51 AD 1 5 (revised as attached). Delete: Detai16/A015. Add: Detail 6/A015 (revised as attached). (See attached Sketch AD1-6) 23 A050 Delete: All (6) references to "Hot dip galvanized angle to support threshold ..." 24 A050 Change: Layout of foundation wall at Gas meter Alcove S201 (near B' - 10) (See attached Sketch AD1-1) 25 A050 Details 2, 3, 4 and 6 Add: Dimensions additional dimensions for clarity. (See attached Sketches AD1-2 to AD1-5\ Page 6 of 11 S:\AI1 Dat:a\2006 Projects\0633 + Newcastle Branch Ubrary, Munidpality of Oarington\Contrad Administration\Addendum\Re-tender\Addendum No. I.doc I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisi 0 ns/Clarifi cation/Additional Information/Remarks 26 A100, A101, A200 Window Notes: and A250 Add: "Window Notes 1. - Section 08520 is to supply and install aluminum sills over masonry at all window sills (except as noted in Note 2 below). Size and type of sill as specified." Add: "Window Notes 2. - At all windows which extend to the floor and at all exterior doors, Section 08520 is to supply and install heavy duty extruded aluminum thresholds to extend from the shoulder of the window / door frame to 10mm outside of the face of the foundation wall and for the full width of the window / doar." 27 A100,4/A300, Screens SC1 and SC2 1/A301 5/A361 Move: Screen SC1 west approximately 340mm so that the gypsum board wall between SC1 and Door 102.2 is 600mm wide. Move: Screen SC2 east approximately 340mm so that the gypsum board wall between SC2 and Door 102.2 is 600mm wide. 28 A100, A200, Vestibule 100 A250, A300, Delete: Exterior masonry wall E1A A301,2/A311, Add: Additional sections to G21 in same place. 5/A361, 9/A361 Move: Electric force flow heaters from east wall to M-1, E-3 west wall in brick. Add 89x89x6.4mm loose steel lintel to span width of masonry opening above heater. (See attached Sketches AD1-7, AD1-10, AD1-11, AD1-13, AD-16, AD1-17) 29 A100, A200, A362 Detai18/A362 Change: Exterior wall type on north and south sides of Window G10 to E1A. (Note exterior wall type below the window remains as E1B.) Change: Location of Window G10 in wall section, shoulder of frame is to sit 50mm west of the face of the 240mm concrete block below. Add: 3mm aluminum windows sill to brick ledge on either side of Window G1 0 to cover top of brick. (See attached Sketches AD1-14 and AD1-15) 30 A101 Change: Hatch in Vestibule 118 from pattern shown to pattern for Porcelain Stone Tile. Page 7 of 11 S:\A11 Data\2006 Projects\063J - Newcastle Branch Ubrary, Municipality of Clarington\Contract Administration\Addendum\Re-tender\Addendum No. l.doc I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/Clarification/Additional Information/Remarks 31 A150 Delete: 'Metal Deck' hatch from Reflected Ceiling Plan Legend. Delete: Note 2. Add: New Note 2 "All exposed structural steel (columns, beams puriins and metal deck etc.) is painted. Columns, beams and purlins are painted a different colour than the metal deck and a different colour than gypsum board or services. Not all structure is shown, refer to all drawings for full scope." 32 A150 Add: Note 5. "Seismic Restraint - All ceilings are to have seismic restraint and are to be designed and installed (including fastening and bracing) in accordance with Article B-4.1.8.17. of the current revision of the Ontario Building Code. Provide shop drawings for all seismic restraint systems required for ceiling installations. Shop drawings shall bear the seal of a Professional engineer registered in the Province of Ontario where required by Authorities having jurisdiction." 33 A150, A600 Ceiling Heights 126,127,128,133,134,138 Change: height of ACT ceiling from "3000mm AFF" to "2800mm AFF". 34 A200 Add: Note 2. "For clarity gutters and downspouts are not shown on eievations. Refer to Roof Plan A 110 and Details for the locations. 35 A200,A250 G1, G2 Delete Horizontal Mullion Change glass type in upper units to GL-4 G17, G19 Delete Horizontal Mullion Change glass type in upper units to GL-4 G18 Shift location of horizontal mullion. G21 Extend frame into area of former masonry wall. Delete operable vent. (See attached Sketches AD1-8 to AD1-10) 36 A250 Delete: GL-5 Add: GL-5 "6mm Tempered obscure glazing (simulated sandblast ceramic frill Page 8 of 11 S:\AII Data\2006 Projects\0633 . Newcastle Branch Ubrary, Munidpality of Clarington\Contract Administration\Addendum\Re-tender\Addendum No. l.doc I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/Clarification/Additional Information/Remarks 37 A300 Series For all building sections and details: Drawings Delete: "6mm Fire retardant roof sheathing." Add: "16mm Fire retardant roof sheathing." 38 A300 Series For all building sections and details: Drawings Add: General Note "Apply continuous spray foam insulation at the all exterior wall roof junctions with overlap of adjacent membranes to ensure continuity of barriers. All insulation is to be applied on the exterior face of the wall and separated by mean of gypsum board and / or mineral rock insulation from the building interior," (See attached Sketch AD1-19 and AD1-20) 39 A300 Series For all locations of pre-finished steel gutter and rain Drawings water leader. Add: To the current note" steel gutter is to be 150mm wide and 150mm deep with 100mm x 100mm rain water leaders." 40 A300 Series For all steel framing of Main canopy shown as HSS. Drawings Clarification: The HSS members shown in the Sections and Details are shown for location and overall framing. The actual steel members for the framing of this canopy are shown in the Structural Drawings. Adjust wood blocking to suit actual steel members installed on site." 41 A300 Series Support of head of windows and curtain wall. Drawings Add: General Note "Aluminum window supplier is to provide anchorage to steel supports provided. Shop drawings are to clearly indicate means of anchorage." 42 6/A302 Delete: Detail 6/A302 Add: Detail 6/A302 (revised as attached). (See attached Sketch AD1-12) 43 A310 Detail 5/A31 0 Add: Steel angle to support the head of the aluminum window. (See attached Sketch AD1-19) 44 A310, A311 Detail 7/A31 0 and 3/A311 Delete: From note at aluminum threshold "(by Division 10)". Page90f11 S:\AII Data\2006 Projects\D633 - Newcastle Branch Library, Municipality of Clarington\ContractAdministration\Addendum\Re--tender\Addendum No. l.doc I I I I I I I I I I I I I I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/Clarification/Additional Information/Remarks Add: From note at aluminum threshold, in place of portion deleted above "(supplied and installed by 08120)". 45 A311 Detail 3/A312 Add: Dimension from ridge of structure to inside of curb of "1200mm". Add: Skylight Curb assembly construction description. (See attached Sketch AD1-18) 46 A311 Detai14/A311 Add: Skylight Curb assembly construction description. (See attached Sketch AD1-18 for description) 47 A311 Detai17/A311 (Add: simiiar notes to 5/a314) Add: Spray foam insulation to interior of wall/ roof junction. Add: 64mm semi-rigid insulation within wood framing above window head. (See attached Sketch AD1-21) 48 A311 Detail2/A311 Add: Exterior Wall Type E5 description to the knee wall at Grid Line 10 above the canopy roof. 49 A311 Detai16/A311 Add: Roof membrane notes. 50 A312 Detai17/A312 Add: Additional notes and materials. (See attached Sketch AD1-23) 51 A313 Detaii 4/A313 Add: Descriptor of overhang construction, insulation and spray foam insulation to Detail. (See attached Sketch AD1-22) 52 A313 Detai15/A313 Add: Descriptor "Sim" to Detail reference 4/A311. 53 A600 Door Schedule - Door 100.3 Delete: Remark 'Automatic Sliding entrance - Section 08640.' Add: Remark 'Automatic door ooerator.' Page 10 of 11 S:\AI1 Data\2006 Projects\0633 - Newcastle Branch library, Municipality of Clarington\Contract Administration\Addendum\Re-tender\Addendum No. l.doc I I I I I I I I I I I I I -I I I I I I Addendum No.1 Newcastle Branch Library February 28, 2008 Dwg. No. Reference Specification Reference Revisions/C larification/ Additional Information/Remarks 54 A600 Finish Schedule - Vestibule 118 Delete: Fioor Finish "SEAL" Add: Floor Finish "PST" 55 A600 Glazing Types Add: Glazing Type descriptions from Drawing AOOl (as revised in this Addendum) to the title block of th is drawing. 56 S101 to S301 Structural Addendum Revise the items clouded in the attached sketches. (See 14 pages attached, Sketches SAD1-1 to SAD1- 14) 57 M1, M2 and M3 Division 15000 Mechanical and Electrical Addendum E1, E2 and E3 Division 16000 (See 2 pages attached) END OF ADDENDUM NO.1 Page 11 of 11 S:\AII Data\2006 Projects\0633 - Newcastle Branch Ubrary, Munkipality of Oarington\Contract Administration\Addendum\Re-tender\Addendum No. 1.cloc 1 I I I I I I I I I I I I I I I 1 I 11.1. ! I-~ L I --1---- II I I ~I L Foundation Plan - Partial 1:50 L II II Pro ject Newcastle Library Location 150 Kina Ave. Newcastle, oN Client Municipality of Clarington Drowing Foundation Plan A050 -~-0 o '" '" '" I T I -0 o '" '" .. ) o o <0 Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206. Kingston, Ontario, K7K 1Z7 e-mail; moil@Szorch.com te!(513)541-0776 fox(61.3)541-0804 Drown by File Nome I Dote February 28. 2008 I Supersedes I Superseded By DrGwing Number 0633-A050 Client Project -If Pro ject II 06.3.3 I Re,isienN AD 1 - 1 I I I I I I I I I I I I I I I I I I I POURED CONCRETE FOOTING BELOW 360 POURED CONCRETE FOUNDA nON WALL I POURED CONCRETE-----..... PIFR .-J -............. "- o on o N N o co FOUNDA TION WA TV CEMENT PARGING (2 BLOCK COURSE) - DAMPPROOFINGillMBRANE 90mm CONCRETE BLOCK 'OOmm RIGID INS LA TION OURED CONCRE1 FOUNDATION ~ .d I I I I L ------ - - - - -----POURED CONCRETE FOOTING BELOW Foundation Plan - Partial 1;10 100mm PERIMETER WEEPING TILE WITH FILTER FABRIC Project Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206, Kingston, Ontario. K7K lZ7 e-mail: moil@S20rCh,com tel(613)541- 0776 fox(613)541-0804 Drown by I Dote February 28. 2008 Supersedes I Supers-e'ded By location 150 Kina Ave. Newcastle. dN Client Municipality of C/arinqton FjJa Nom e 0633-A050 Cliel'lt Project If- Drawing; Number Drawing Foundation Plan A050 AD 1-2 Pro ject II 0633 Revision # ,., I I I I I I I I I I I I I I I I I I ." ~ ~! " "'I ~I Foundation Plan - Partial --+.1 0 Project Newcastle Library Location 150 Kina Ave. Newcastle. dN ---.,-.-- ! ; I I I I I I I I I I I EO 915 I I I I I I I 100mm PERIMETER WEEPING TILE \\HH FILTER FABRIC a w '" '" a w ~ I POURED CO FOOTING BE EO ,.., m N FOUNDA n N WA TYP CEMENT RdARGING (2 BLOCK CURSE) DAMPPROOFING MEM8RANt 380mm PbURED CONCRET~ FOUNDATION WALL I I Shoalts and Zaback Architects Ltd 4 COlaroQui Street, Suite 206, Kingston, Ontario. K7K 1 Z7 e-mail: moilOszorch.com tel(61.3)S41-0776 fox(613)541-0804 Drown by I Dote February 28. 2008 Supersedes I Superseded By Client Municipality of Clarington File Nome 0633-A050 Client Project /I Drawing Foundation Plan A050 Project # 0633 Revision # Orowing Number AD 1-3 I I I I I I I I I I I I I I I I I I I ~ il ~ I I I I I , I I t:::: POURED CONCRETE FOOTING BELOW ---I 915 POURED CONCRETr FOUND A TlON WALLf 260 I I L 210 238 I I I I I I I I I F N AT/ON WA TYPE I CEMENT PARGING (2 BLOCK COURSE) DAMPPROOFING MEMBRANE 380mm POURED CONCRETE LOUNDA TION WALL __ I 260 Foundation Plan - Partial 1:10 Pro ject NeWcastle Library Location 150 Kina Ave. Newcastle, CfN Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206, Kingston. O~torio. K7K 1 Z7 e-moil: mo;l@Szorch_com tel(61.3)541-0776 fox(613)541-0B04 Drown by I Date February 28. 2008 Supersedes 1 Superseded By Orawing Number File Name Client Municipality of Clarington 0633-A050 Client Project 1/ Drowir'1g Foundation Plan A050 ,., Project fI 0633 AD 1-4 Revision # I I I I I I I I I I I I I I I I I I I I u 915 260 I I I I I L 210 AT/ON YPE CEME T PARGING (2 BL(JCK COURSE) DAMPffROOFING MEMBRANE 380m"" POURED CONCRETE FOUNrTION WALL .. ~ 0 N POUR~D CONCRETE FOOTI~G BELOW I I ---1 \ I I I- I I L__ Foundation Plan - Partial 1:10 Pro ject Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 205, Kingston. Ontario, K7K 1Z7 e-mail: mail@S2orch.com tel(61J)541-0776 fox(61.3)54'-OB04 Drown by I Dole February 28, 2008 Supersedes I Superseded By Drawing Number Location 150 Kina Ave, Newcastle, ON Client Municipality of C/arinqton File Nome 06JJ-A050 Client Project fI Drawing Foundation Plan A050 AD 1-5 Project If 0633 f Revision tI I I BRING TWO 50mm CONDUITS TO .NSlOE Of WALL WITH WEATHER PROOF JUNCTION BOX 200mm x 200mm (MJN) FOR FUTURE CONNECT!ON OF ELECTRICAL SIGN (ORIGINAL CONTRACT) I I o be I 2590 I Sign Base Plan 1:25 90mm BRICK VENEER 35m m AIR SPACE 240mm CONCRETE BLOCK 35mm AIR SPACE 90mm BRICK VENEER I ~ I I RECAST CONCRETE COPING gOmm BRICKS TO MATCH BUILDING. COURSING TO BE LAID OUT NOT TO CUT BRICKS. I GRADE I I i i , I i i i i , i , ' '"-.. -~ ~--------i------ ---- ----- ----- ---- - - _.__._-- ---- _.- - -- -------- .....----' I I I Sign Base Elevation 1:25 I Pro ject NeWcastle Library Location 150 Kina Ave. Newcastle, oJv Shoolts and Zaback Architects Ltd 4 CotorOQui Street. Suite 206. Kingston, Ontario. K7K lZ7 e-mail: rnoil@Szarch.com tel(613)541-0776 fo:o:(61.3)541-0804 Drown by I Dote February 28, 2008 Supersedes I Superseded By Drowing Number I I Client Municipality of Clarington File Nome I Drawing Site Details A015 0633-A050 Client Project # Project # 0633 Revision # AD 1-6 ,., I I I I I I I I I I I I I I I I I I I ( I \. 'Ii I .===.,====c . ~I-".J ,,;' ~ ~ ~oo ~~~::::.:o:~'.J 1) ~ =--------- dp I I ~- [) , Seryice . 105 , - I ---T400-21O _ 12 ,8 @ HOT DIP GALVANIZED I ANGLE TO SUPPORT THRESHOLD (SEE DETAIL 3(A311) 2000mm LONG I , I , , i I o en m ..,. ., , , o IX) "" o IX) n -1 , '-"'^--"~'-~ -------, ".......__.._n.____' _.._._--------~ .~~~ ,"-,..,..,~-,-,~---------._" II. il! d' " Iii I' i I'il I .-._.L RECESSED FLOOR GRILLE 1330 x 5700 I o o '" "" ~....___,.__.__ __ n'_c.i ,,----~~---, Ji I: I .-~_.+----._.-. Floor Plan Plan - Partial 1:10 Project Shoa Its and Zaback Architects Lt NeWcastle Library 4 Cotoroqui Street, Suite 206, Kingston, Ontario. K7K 127 Location e-mail: moil@Szorch.com tel(613)S41-0776 fox{61.3)541-0B04 150 KinJ!, Ave. Drown by I Dote Newcastle, February 28. 2008 Client file Nome I Supersedes f Superseded By Municipality of C/arington 06JJ-A100 Client Project If DrCWlf19 Number Drowing Floor Plan A 100 Project II I Revision "# AD 1-7 0633 ,., d I I I I I I I I I I I I I I I I 00 ~~~J~l~~~~ (j1425m1400j O) ( ~I jj- \ I ~,.,,:::;g4;: ) (:< ~g~,1 :;;;;;= . ) ( J ~2 ) '-----" . I I +---.- ~ 1085 1111 600 64 04 10 FRAM 51 ROU H NtN , 64 6-4 1812 FRAU ROIJGH IN 1 <8> ALUMINUM (64mm) . THIS WINDOW HAS A CONTINUOUS PREtoRuED ANODIZED ALUMINUM WINDOW SILL c!W CONTINUOUS AIR/VAPOUR BARRIER IofEMBRANE. SEE 2/1<.310 FOR DETAIL. Partial Window Schedule 1:75 Project Newcastle Library I Locotion 150 Kina Ave. Nf?wcastle, ON I Client Municipality of Clarington I Orowino WindoW Schedule A250 I-I - . . N I I I I _--j - I---j- ~ 500 . " 1838 rRAIIl 184 R H 500 64 10 I 64 1m f"RAM f . ROUGH OPENING ALUMINUM (64mm) . THIS WINDOW HAS A CON"T1NUOUS PREFORJ.IED ANODIZED ALUMINUM WINDOW Sill C/W CONTINUOUS AIR/VAPOUR BARRIER MEMBRANE. SEE 2/A310 fOR DtTAlL. Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206. Kingston, Ontario. K7K 1Z7 e-mail; moilOszorch.com lel(S13)541-0776 fox(613)54i-0804 Drown by I Dote Februory 28. 2OQ8 Svpersedes I Superseded By File Nome 06JJ-A250 Client Project II Drawing Number Project # 0633 AD 1-8 Revision # I I 00 00 I . i . I j I ,r-f/{((;'~~~~rr;'~F""" r-F"F"~r;;&1'~Y.f'r,;or-; ~ Q J ~r--r--r--""" (Q I I (I t)( ~ I . l! % -// ~ ( ( (~" (AUf SI f'o. B7. ROIIOH _\.- O~NINC . ( '-.../'-.../~'-.) I I I . , / / / / I I I I I . . \ \ \ " " " " I N ! I -----L 106' !ill t--- 63 6J , 14 FRAM 51 , . .. 54 RA. '648 ., OJ .. 21.3 FRAl.l 51 I H IN . H NN NI I <9> ALOUINUM (64mm) . THIS WINDOw HAS A CQIIlT1NUOUS PRErORl.lED ANQOIZED ....LUt.4INUt.4 WINDOW SILL C/W CONTINUOUS ....IR/VAPOUR BARRIER hAEM8RAN[, SEe: 2/"310 FOR DnA1L <8> ALUMINUM (64mm) . THIS l\1NOOW HAS A CONTINUOUS PREFOR""ED ANODIZED ALUMINUM WINDOW SILL C/W CONTINUOUS AIR/VAPOUR BARRIER MEMBRANE. SEE 2/A310 fOR DETAil. <8> ALUMINUM (.'T'm) I . THIS W1NDOYl! HAS A I CONTINUOUS PREFORMED I ANOO12ED ALU!.ilINUt.l 'NlNDOW SU C/W CONTINUOUS AIR/vAPOUR BARRIER ".e:l.lBRANE. SEE 2/A310 FOR DETAIL. I I I I I Partial Window Schedule 1:75 I Project Shoalts and Zaback Architects Ltd Newcastle Library 4 Cotoroqui Street. Suite 206, Kingston, Ontario. K7K 1Z7 Loco t ion e-mail: mcil@Szorch.com tel(613)541-0776 fox(613)541-0804 150 King Ave. Drown by I Date Newcastle. 'N February 28, 2008 Client File Nome I Supersedes J Superseded By Municipality of Clarington 0633-A250 Clierll Project # Orowing Number Drawing Window Schedule A250 Pro ject H I Revision 1/ AD 1-9 0633 I I I lei I I I I I I I I I I I I I I I I I I I 0) 0 cr 0) II I 19 1997 I 1131 "j 1131 Ie '997 II n j- 0 .. .. ",'" i 3 i ., ~ ~mDD I D ( mr 10 3 D , ,. I ~ 6 "". "" ~ ALU~INU~ (I>4mm) V . THIS Wll-lDOW HAS (AT FLOOR LEVEL) A CONlINUOUS EXTRUDED AW~It"uM THRESHOLD c/W Jrnm AlU~It'luf.l SILL flASHING AND CONTINuOUS A1RIVAPOUR BARRIER ~E\laRANE- SEE 7/M'. FOR OETAl~ .. n'lIs WINDOW HAS (AT UPPER LEVEL) A coN:Tlt4Uous PREFORMED ANODIZED ALU~INulJ \\INDOW ~ll c/W CONTINUOUS A1R/VAPoUR BARRIER MEMBRANE. SEE 2/A310 FOR DETAIL Partial Window Schedule 1:75 Project Shoalts and Zaback Architects Ltd Newcastle Library 4 Cotor-oqui StreEt, Sufte 206, Kingston. Ontario. K7K 1Z7 Location e-maTl: manCszarCh,com tel(613)541-0775 fox(613)541-0804 150 King, A ve_ Drown by f Dote Newcastle, February 28. 2008 Clrent Ftle Nome I Supersedes I Superseded By Municipality of C/arington 0633-A250 Client Project II DraWing Number Drowing J#'ndow Schedule A250 Pro jeet '* I Revision II AD 1-10 0633 I I I I I I 'la ';:00 Ct'llltvgUSlir- - '"''ltvlZ'l I I / I __ ---- /ii I i ,'--/ il IL) I .,1 y~ I I I WOOD AND GLASS I SCREEN SEE DRAWING A600 FOR DETAILS I 1 I //..J >:'</y}j:-'>:--~--'I i <:/ /.1 c/.(, ..J SC 1 -j I Building Section - Partial 1:50 4 I A300 Project Newcastle Library I L750 Kina Ave. Newcastle. dN I c'Municipality of C1arington ; ROOF TYPE R2 (SLbPED) REFER TO NOTES ON 2/A301 I 1200 o o 2600 2000 1133 1133 1133 600 (~r-V'I~~~ I I MA Y FLU R4 AL MINUM ~URTAI~ WALL. , i ) I ) ! ) i I . i I i \ I II I' J --. I / I ) "-,,,-,~-J..,~,,-,--/ r ' ~'- I O_l...A- I U :1 nl, i ( 'liU ; [I , , RECESSED \ ENTRANCE \ . .# MAT \ ~ \ \ \ Shoalts and Zaback Architects Ltd 4 Cotaroqui Street, Suite 206, Kingston. Ontario, K7K 1Z7 e-mail: moi!@Szorch.com tel(6t3)541-0776 fo>:(613)541-0804 Drown by I Dote Febrvory 28. 2008 I Supersedes I Superseded By Drawlt'l9 Number File Name 0633-A300 Drowing I Building Section A300 AD 1-11 O'en \ Pro jec\ ff Project 1/ 0633 I Revision Ii I I I I I I I I I I ~--- o o '" I I I I I Section Detail 1:25 " C? // ,":-' ,'^i /', MASONRY LINTEL BLOCK, REINFORCE AS S PER STRUCTURAL DRAWINGS. INSTAll 89x.89x6.4 LOOSE STEEL BRICK LINTEL. PAINTED (u/s BRICK AT 1200mm AFF) '" .. o o N , 25m", POURED CONCRETE SIDEWALK ON 50mm HIGH IMPACT RIGID INSULA nON. CARRY INTO GAS METER ALCOvE (AND SLOPE TO EXTERIOR). (MIN 2") '. I Project Newcastle Library I L750 Kina Ave. Newcastle, dN I clMunicipality of Clarington I Drawing Section Detail 6/A302 Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206, Kingston, Ontario. K7K lZ7 e-mail: moil@Szorch.com tef(613)541-0776 10)((613)541 -0804 I Dote February 28. 2008 Supersedes I Superseded By ~-L,~ ~~. ~ I ~ , ~ " .' '" Drown by File Nome A 302 Client Project II Project H 0633 IN SERVICE 105 STOP CONCRETE BLOCK AT THE TOP OF THE SOFFIT STRUCTURE FiT 40mm METAL SIDING l00mm "z" BARS @400mm o.c. 88mm SEMI RIGID INSULATION AIR SPACE AIR/VAPOUR BARRIER J8mm STEEL DECK l00mm CONCRE TE N RIOR - TYP IN COAT 111 16mm GYPSUM BOARD 22mm METAL FURRING 0 400mm o.c. 190 I 90mm BRICK VENEER AIR SPACE 25mm SEMI RIGID INSULA liON AIR/VAPOUR BARRIER 190mm CONCRETE BlOCK ;;T~:~~q Drowing Number Revision # AD 1-12 Project Newcastle Library location 150 Kin& Ave. Newcastle, Client Municipality of Clarington Drawing Wall Sections A311 I I I I I I I I I I I I I I I I I I I .L.. .L .~III , i ! I J II i I I L il I. VeelbUe 1m i ALlAIINUIol ClAD WDOO 1IlI DOOR fRAiMNG BEYOND. SCHEDULE "'250. 1 I i ! ,J ! ! I I , 0 " 0 .. RESS COICRETE FOR R( FLOOR WA T ~ Section Detail - Partial N.T.S. .., ~. '::: IJ i ll-==",,= ~ 1 ='''=h::-.,,''~.-::-;'' I:' ....--...-'-- Ii - ../1 ::;:.:;:;:i', t>mm .IOlt. t(~'_l.""N' "'........ :.H~""""N'" I :l8mm STEEL OCCK STEEL STRUCTURE -38mm CJoRR'\"I"fG fl.ARS 22mm FuRRING C1i-'HHELS 16mm PRESSURE TREATED PlYWOOD l B~AOC BUILDING PAPER (TAR PAPf:R) NO YlR111HG SHOWING 19mm )( 1M>m CE:OAR STRAPPING 0 4~ o,e. 18mm )( Jllrnm CroAR $L... T5 0 ~m o.-~. 1 N.VU!NI,JI.I CLAO WOOD WINDOW, SE/lJ. AIR/VAPOoJR BARRIER MEIolBRANE TO FR,U,!( AND PRO\IIDE CONTlNUCOS SEAL. FOAM AOPE SEAlANT BOTH gOES OF HE:AO, Sill "''10 .lAwes. ft.L AU \1'0105 WITH LOW EXPANSlON SPA.....,. ro....... lNSUL...TION, . " ~ I'CEAvt DUTY ALUloIlNUW THRESI1OlO P()IJR(() "",,0 SUSPENDED Cr;J\lCRETE SlAB Sl!lE:WAlK 102m," COWCRE:TE SlAB 00 GR...O( 150mm COUMESSED CR...Nut....R ..... COUPRES5(O GRANULAR 'B' , " .' '.r.'...'......'..'>. ; i'~':-~;:~-; I .. I , . ..' " Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206, Kingston, Ontario, K7K 1Z7 e-mail: mail@SZorch.com tel(61J)541-0776 falo:(61.3)541-0B04 I Dote February 28. 2008 Sl.Ipersedes I Superseded By Drown by FHe Nome 06JJ-AJII Client Project # Drawing Number Project /J 0633 AD 1-13 Revision # I I I I I I I I I I I I I I I I I I I 4t-.-.- '''i ilH! I ;Ii:i ! ',;11 ! ;i11 :i!: !I!i il!l (".r--..r--. ( ~._. ( t ( ( <B> ~ ( ( ~~~~ Floor Plan Plan - Partial 1:10 Project NeWcastle Library Location 150 Kina Ave. Newcastle. O'N Ctienl Municipality of Clarinqton Drawing Floor Plan A 100 ,., 'U '.1 'r 1,1, .1 iil " Iii 1..,))'<tIo..~ :i! !i1 I 5 0, I I o II I I I o _1.- I I I Inf Po 12 ~ I '-'-'-1'- .-. I Childr~n's Hous~ 132 . 1 I I I ,. I LJ Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206, Kingston. Ontario, K7K lZ7 e-mail: moilQlszorch.com tel(61J)541-Q776 fox(613)541-0804 Drown by I Date Februoq 28. 2008 I Svp-er-sede$ I $vp-ef'!;(!ded By File Nome 0633-A100 Client Project /I Project # 0633 Drawing Number I Rev!,;on # AD 1 - 14 S I:: ..1 I \IIItlOOWSE,o.'.S(E500SER€S , 1 ORAW,"csrMOETAlL5 ,- <B> r- ",.,,, 1 WNOOwSlU. (5([ T""'CAl.. SILL OCTAlL I Ott"'~5ERIE5DIl"'_GS) FACEfS\UoU rACE or WIo.lL Il(LOW SIU. ,,,.. " -- 1= N..VIo'IHU...'oIIIttOOWTlE41R.~ S1llen~ I B_ot....JO_OO.F'R.w(.rOA/ol I ROP(ANOSEAl.AA'TBOlHSlDtSOf , H:l:A/),g(.L.w{lJ""'B.rUAU.YClOS 1 ATPEIlII.I(TEllVll'HsPRAyrGMil II'ISVlATION. EllltNll U/VAPClIJIi 1 8AfIRU ONTQi-oGll' """ rR.U<<:!'IM)~ 1 12mm Pl\"flOOO -COMflMllC,lUS'SE1It,. BlOOC'B(LOW ,,~ I I I I I I I PflOva:CONTlNI.IOUS CAU,.IO"IGIoI<108J\cxn IlOD.TYPICA1Atl$lOES. I /l~",A1/)Mt\lltl..1 l!QmI1!8KK\'(MEU 2~"Sl'Aa: >>nmS[WII1:IOOWSU\.IlTIQIoI AIII./V~8ARl1:ltR 1t()trl...tONCRt1i:81OCJl; I -- SIU. enOW&lbQ( I "'"""""'" $U.l.AIIITJ..'fC~ "''''' I "~IIIrr.K\n...., ,o.-9IllCl<,'~(fI: 15oloro1 NIt SN.a: _SE...IlIOl)IIisuu,TION "/W'KM< """'" 240mm CCWCIlfIE Il\.CICK I I I I Floor Plan Plan - Partial 1:10 I Project Newcastle Library Locotion 150 Kina Ave. Newcastle, oN I /0/ IIlLL'fIOAo(.IAY8.stt ~s(R"LSDfl"''''NCS r(ROETAl.5. r.OB. TO CRlOl.l'<<E 17~.. ,~ ...... (I'PP('x') 1nn>,.,Y(TIolSJU)S .400...... "",C, "" r LJ / . -INSTAlLllXlol>... RE"".....eASCDHlH'S W/lU., SEE lo/"'3Il1 rMOlTNLs. ~Rll(A[I !--- o 9 . I Ctti'-en'a Ho..." :1321 Shoalts and Zaback Architects Ltd 4 Coloroqui Street, Suite 206. Kingston, Ontario, K7K 127 e-mail: moil@Szorch.com tel(613)541-0776 fox(613)541-0B04 Drown by I Dote February 28, 2008 Supersedes I Superseded 8y File Nome I Client Municipality of Clarington Drowing Number I Drowing Plan OetO/ls A362 ,., 06JJ-AJ62 Client Project I/- Project #- 0633 AD 1-15 Revision #- I I I I I I Vestibule r 100 I I I I I I I I I I CHIP TOP OF FOUNDA liON WALL AND LEvEL TO FLOOR WITH LA TEX MODIFIED FLOOR LEvEUNG COMPOUND. EXTEND fLOORING TO fRAME. ALUMINUM CURTAIN WALL. TIE AIR/VAPOUR BARRIER INTO WINDOW fRAt.1E. fOAM ROPE AND SEALANT BOTH SIDES OF' HEAD. SILL AND JAMB. f'tLL ALL VOIDS AT PERlu(TER WITH SPRAY FOAM INSULATION. f9\ Plan Detail - Partial ~ N.T.S. I PrOject Newcastle Library 1'75'0 Kina Ave. Newcastle, dN 1 c'Municipality of Clarington I Drowing Plan Details A36f )> ~ .. I I , I f::\ , I \J I , , , Ltd 4 Cotoroqui Street. Suite 206, Kingston, Ontario. K7K 1Z7 e-mail: moil@S20rch.com tel(613)541-0776 fo:o:(613)541-0804 Drown by I Dote February 28. 2008 Supersedes I Superseded 8y k- , 'LI' I 111.~,j I ; I !flll I ......... ...... ". II' iltilll illi] , !li'll I Ii i III I' . -11 ! i=1I 1 1[--]1 I , -j, I i -ll 1,""1 '-11 f--~-I :..'SII I '18 , I'H r-'--'-- iH L_.___ ~~ ~ I '-' , ./'I! f=1 f-!' Hi !-! . I i." '.'--1 ... --- . I- - , H i I H I . I !, , ~-u r:~ ..-- l~<.__._._____ i i ~~-- , I) I~I I~il !H! __m_ . "..., j-{ i...... .. u H it!i , " "1' ':1 II..!; !DI Shoalts File Nome 0633-A362 Client Project I Project # 0633 i 1155 I , i and Revision # i ! ! , , i ! ; II I I , I i <e> - FACE OF F"OUNDA liON BELOW --AlUMINUIIA THRESHOLD WITH GALVANIZED STEEL ANGLE SUPPORT BElOW. (SEE DETAil 3/AJ11) <? ~ Zaback Architects Dr-owing Number AD 1-16 I STEEL COlUMN. ED AND PAINTED. (SEE 4 A,363 I --- ... I I :RETE BLOCK I OCK ON EXPOSED I RADIuS BLOCKS) ! I I ! I I I Lobby 1 U()1J fOAM ROPE AND I SEALANT AT PERIMETER OF I FRAME I R\ Plan Detail - Pcl ticl ! - I ~ N.T.S Project 1 Newcastle Library locotior"t 150 King Ave. Newcastle, I Client Municipality of Clarington Drawing I Plan Details A361 1 T t I ffi i I Service [1051 I = RETE BLOCK 1.5 HOuRS (OBC .2:1.\ \HJCKN[SS 106mm) ..)so 17 .' // I - / I /... 77 1 ~ I ~ ! ~ I ;; :- 21. I I 1 - -. 152 16 ~ , I ~ I ./ - L--JJ tg: rn ~ ~" i /", - If')/ . I. I __---i , , , " , /'7/ 181 1 e i-' I /0/ " e I / / / --I /0/ - h - ~ 0 i ~ , / )/ , , / \/ . , - // . : - ---, ~ / D ~ i==:=j / - ~ L== . / .... - D-~ /S ~ ~ // 7-;: D ~ o==rg /~9:Q / ~--_. - " .., @ I! Jr.lfHWW W,4;' TYDt' WI 19mm Pl YWOQD FlRE RETARDANT PAINT INSTAll FORCE FLOW HE" TER v-lTH1N BRICK CAVITY, INSTAll 89x89x6.4 LOOSE STEEL LINTEL ABOVE TO SUPPORT BRICK ABOVE (TYPICAL OF TWO HEATERS) AUTO~A TIC DOOR OPERA TOR BUTTON FOR DOOR 100.1 ~ \J ~AUTOMATIC DOOR OPERATOR BUTTON fOR ODOR 100_3 ! Vestibule lIDO] AlUt.lfNUM ENTRANCE DOOR ~TH AUTOMATIC OPERATOR Shoalts and Zaback Architects Ltd 4 Cotoraqui Street, Suite 206, Kingston, Ontario, K7K 127 e-mail: moil@Szorch.com tel(61.3)541-0776 fOll(613)541-0804 Drown by I Dote February 28, 2008 Supersedes I Superseded By File Nome 06JJ-AJ61 Client Project # Project # 0633 Revision # Drawing Number AD 1-17 I I I I R F rvp R ASPHALT SHINGLES ASPHALT SATURATED UNOERLAYMENT EAVE AND VALLEY PROTECTION (AT PERIMETERS AND VALLEYS 13mm PRESSURE TREATE:O PLYWOOD 125mm SEMI-RIGID INSULATION (88mm IN 10Qmm ~r BARS) 15Dmm ~Z~ BARS @ 600mm c.c. (lOOrnm "Z~ BARS C PERIMETER) VAPOUR RETARDER (PEEL &: STICK MEMBRANE) 16mm FIRE RETARDENT ROOF SHEATHING 38mm STEEL DECKING STEEL STRUCTURE (PAINTED) 22mm METAL FURRING CHANNELS 0 400mm O.C. 16mm GYPSUM BOARD (PAINTED) I I I T J8mm' X B9mm PRESSURE TREA TED WOOD CURB cjw VAPOUR BARRIER TIED TO ROOF BARRIER AND WATER RESlSTAND GYPSUM BOARD ON INTERIOR AND 12mm PT PLYWOOD SHEATHING ON EXIIEROR. CARRY ROOF UEMBRANES OVER TOP or CURB ON ALL SIDES AND INSTALL PREFIN1SHED METAL FLASHING OVER Roor MEMBRANES. I I I I 12mm THREADED ROO. C/W NUTS AND WASHERS TOP AND BOTTOM FOR FASTENING AND LEVELING. PROVIDE STEEL ANGLE SECTION 100mm LONG (LENCTH OF LEGS TO PROVIDE LEVEL SUPPORT SURFACE ON TOP OF" TRUSS) TO BEAR ON TOP OF TRUSS. BOTTOM TO HAVE CONnNUAOUS 42mm UNISTRUT CHANNEL I I TRELLIS .38x89 POPLAR 0 76mm o.c. WITH .38x64 NAILERS ABOVE SECURED TO UNISTRUT. 2400 533 SJJ 40 I n I Section Detail - Partial N.T.5. I Project Shoalts and Zaback Architects Lt Newcastle Library 4 Cotoraqui Street, Suite 206, Kingston, On\orio. K7K 1Z7 Location e-mail; mailCszorch,com tel(613)541-0776 fox{613)541-0804 150 King, Ave. Drown by I Dote Newcastle, February 28, 2008 Client File Nome I Supersedes I Superseded By Municipality of Clarington 06JJ-AJ/2 Client Project # Drawing Number Drawing 4/A312 Wall Sections Project # I Revis;on ff AD 1- 18 0633 d I I I ,., I I I I I I I I I I I I I I I I I L750 Kino Ave. Newcastle. ON I I PROVIDE CONTINUOUS SPRAY FOAM INSUALTION AT WALL/ROOF JUNCTION. ENSURE LAP OVER ADJACENT MEMBRANES. F TYPE R1 700 38mm x 89mm WOOD BLOCKING 38mm x 140mm TOP PLA TIE 140 , ~.1' '(',. I i ! '. G ! I: STEEL BEAM II L r- ." r r- I STEEL COLU , SANDED. I PRIMED AND'. I PAINTIED. EXPOSED. ~ 248 ANE ROPE AND BS. FI LL ALL JLA TION. 16mm GYPsuM B 22mm FURRING RD ANNEL Section Detail - Partial 1:5 Project Newcastle Library Shoalts and Zaback Architects Ltd Client Municipality of Clarington Drowing Wall Sections A310 4 Catcraqui Street, Sufte 206, Kingston, Onterio. K7K 1Z7 e-mail: mailOszarch.com tel(613)541-0776 fox(613)541-DB04 Drawn by , Dote F"bruory 28. 2008 Supersedes I Superseded By Df'Qwing Numbe:r File Nome 0633-A3tO CHent Project # Project II 0633 Revision # AD 1-19 I I I I I I I I I I I I I I I I I I I " CONTINUOUS FIBRE CANT STRIP 700 PROVIDE CONTINUOUS SPRAY FOAM INSUALTION AT WALL/ROOF JUNCTION. ENSURE LAP OVER ADJACENT MEMBRANES, 0) . "". Ii j ! " '" 5 ~B8-~ ..~: 210 , / Section Detail - Partial 1:5 Project NeWcastle Library R F TYP F AT 38mrit";"-89~~\ '/ > PI/ES,SUREO'"TRE;i\TEO"WOOD BLOPKINq' '/ i ,.. GYPSUM BOARD INTENDED TO SEAL OFF AREA TO EXPOSED COMBUSTIBLE ELEMENTS. SEALED TO STRUCTURE. WOOD BLOCKING IN ROOF DECK FLUTES ROOF DECK TRIMMER ANGLE STEEL BEAM ANCHOR BOLT Children's Collection 11241 Locotion 150 Kina Ave. Newcastle, dN Shoalts and Zaback Architects Ltd 4 Cotoroql,.li Street, Suite 206, Kingston. Ontario, K7K 127 e-mail: moil@Szorch,com tel(613)541 -0776 fox(613)541-0804 Drown by I Dote F ebruory 28. 2008 Supersedes I Superseded By File Nome Client Municipality of Clarington 0633-A310 CHeol Pro}ect 1# Drawing Wall Sections A310 Project II 0633 Orowin-g Number Revision' # AD 1-20 I I I I I I I I I I I I I I I I I I I MAIN CANOPY (FLAT) J<.<t- 2 PLY MODIFIED BITUMEN ROOF 2% SLOPED FIBER BOARD (IN AREAS SHO (FROM 25mm TO Omm IN 12DOmm WIDTf 25mm POL YlSOCYNURA TE INSULATION VAPOUR RETARDER 6mm FIRE RETARDANT ROOF SHEA THING 38mm STEEL DECK STEEL STRUCTURE 38mm CARRYING BARS 22mm FURRING CHANNELS 16mm PRESSURE TREATED PLYWOOD BLACK BUILDING PAPER (TAR PAPER) NO 19mm X 76mm CEDAR STRAPPING @ 40( 18mm X 38mm CEDAR SLATS @ 50mm c 76 I ~ II I! 152mm X 152mm STEEL SECTION MULLION ANCHOR SLOTTED FOR HORIZONTAL MOVEMENT USPEN 6mm G SUM BOARD 2mm FURRING lmm MtTAL STUDS SUSPENDED ROM S~UCTURE ABOVE i I I . I I I I I , I I il Iii Vestibule UQQ] Section Detail - Partial 1:5 Pro ject Newcastle LIbrary Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206, Kingston. Ontorio, K7K 1Z7 e-moil; moil@Swrch,com lel(613)541-0776 fox(61.3)541-0804 Drown by I Dote February 28, 2008 Supersedes I Superseded By Drawing Number Location 150 Kina Ave. N(!wcostle, 01v Client Municipality of Clarington rile Nome 06JJ-A3/0 Client Project # Drawing Wall Sections A310 Project # 0633 Revision # ,., AD 1-21 I I I I I I I I I I I I I I I I I I I o , ROOF TYP : OVERHANG SEE 5/A31D FOR TYPICAL NOTES 704 14Dmm x 38mm DOUBLE TOP PLATE .,. '" of> of> SPRA Y FOAM INSULATION , II I I f.-I : ,I, I II I i,1 II , , Ii Ii / WOOD BLOCKING TO SUIT ] "", . . .. _._,_.,._~_ J PRE -FINISHED METAL DRIP FLASHING ~ ALUMINUM WINDOW. SEAL A/V BARRIER MEMBRANE TO FRAME AND PROVIDE CONTINUOUS SEAL. FOAM ROPE AND SEALANT BOTH SIDES OF HEAD, SILL AND JAMBS. FILL ALL VOIDS Vv1 TH LOW EXPANSION SPRAY FOAM INSULA TION. Section Detail - Partial 1:5 Project Newcastle Library Shoalts and Zaback Architects Ltd 4 COloroqui Street, Suite 206. Kingston, Ontario, K7K 1Z7 e-mail: moil@Szarch.com tel(61J)541-0775 fO)((613)541-0804 Drown by location 150 Kina Ave. Newcastle, oN I Dot~ Fe/)ruory 28, 2008 Supersedes I Superseded By Client Municipality of Clarington File Name 06JJ-AJIJ Client Project * DrO"";"9 Number Drawing Building Sections A313 AD 1-22 Project # 0633 Revision ff ,., I I I I I I I I I I I I I I I I P'o ;ect Newcastle Library I Client I Municipality of Clarington Drawing I Wall Sections 7/A312 r" CO TINUOUS 38x240 P.T WOOD FASCIA 0 38X240 PT. WOOD BLOCKING (TO FORM AIR CAVITY) SECURE TO STEEL FRAMING. XT R R WA CONNECT VERTICAL MEMBERS OF WINDOW 152.15 HSS. INSTALL PT 12mm PLYWOOD, AIR VAPOUR BARRIER. 38mm SEMI-RIGID INSULA TION AND 12mm PT PLYWOOD SHEA THING TO CLOSE OFF TOP OF WINDOW. INSTALL WOOD BLOCKING AND PAINTED GYPSUM BOARD TO CLOSE OF BACK OF STEEL BEAM AND APPLY SPRAY FOAM INSULA TION TO FILL ENTIRE CAVITY. SEAL TO DECK AND WINDOW. Section Detail - Partial 1:10 Location 150 Kina Ave. Newcastle, dN '/ .J ,--- i I Stupy 131 I I I II 0D , STEAL .cOLUMN.. SANDED, PRIMED AND PAINTED. EXPOSED. STEEL BEAM, PAINTED AND WOOD CLAD. (TYPICAL ALL EXPOSED THIS GRiD LjNE)-----.-"'-~----. Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206, Kingston, Ontario, K7K 1Z7 e-mail: moil@Szorch,com tel(613)S41-0776 fox(613)541-0804 Drown by I Dote February 28, 2008 Supersedes I Superseded By Drowit'l9 Number File Nome 0633-A3/2 Client Project # Project /I 0633 Revision # AD 1-23 I I I I I I I I I I I I I I I I I I I OOF TYP F T Rl 2 PLY MODIFIED BITUMEN ROOF 2% SLOPED FIBRE BOARD (IN AREAS AS SHOWN IN ROOF PLAN) lDOmm POL YISOCYNURA TE INSULATION VAPOUR RETARDER 16mm FIRE RETARDENT ROOF SHEATHING 38mm STEEL DECKING STEEL STRUCTURE (SLOPED) LAP ROOF MEMBRANE UP AND OVER EXTERIOR WALL OF PRE -F ABRICA TED ROOF HATCH AND SECURE II Ii lJ11 " . :~ / / / / / Section Detail - Partial 1:5 Project NeWcastle Library Location 150 Kina Ave. Newcastle, ON Client Municipality of Clarington Drowing Sections Details A311 ,., B~' . !'i~ 0 , ir :1 'I'! , I ---WI :ill I ,I II ~ r ! I III 75 o Mech./ Elec. PAINTEO STEEL LADbEJ21 I 75mm X 16mm RAILS 19mm DIAMETER RUNGS ANCHORED TO CONCRETE STEEL BEAM Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206, Kingston, Ontario, K7K lZ7 e-mail; ITloil@Szorch.com tel(613)541-0776 fo)((613)541-0804 Drown b-y I Dote February 28, 2008 Supersedes I Superseded By Drawing Numoer rile Nome 06JJ-AJlI C!ient Project # Project # 0633 AD 1-24 I Revision fI 4;.1U Ii 'I 1 V' 'V I I I I _H_ '_H___H_.._.___H_ .-.,......___...J-.. I I I ,------,-- 1 I I I I I I I 1 I I r-l- I I 1 . . I I I .. 1 1 1 1 1 '------, : ~ ~ 1 T . .. I I 1 I 1 r 1 I 1 I 1 I I I I I I ~ .'. r---------, l~" I '- --- ....-_.. I I r-- . I I I I ./ I I j I. I :.-1'/: I _H_ '~--L --H--H-rH~" Ie -j- - - --I- : ~', 8 L__. I I I I I I ,___________J I I I I I I I I I I I I I I I I I I I ___.__________._.__._L- I I 1 I SLAB TIlIGKENINe REFER TO HD2015102~ - TYPIGAL I ~ I > 1 > 1 I --------.-.-.--.---r--.-.--- I I I flITS IGAL I '-' I I I I I I I I I I I I I I _I I 1 ~ ..-..---..- ..-.. --- ..---..-..- lXlPI'RIGHT 02001, RONEY DIGINEEJIIG uwnm lH[CONJRICIDR SlWJ.VEllfYAIII> IIEIeifOIClIllL FOR oW- DaBlSIDMS AND StW.I.. REJIORI' IHf IllSCREPMC'l' 10 1tIE ENGIlEDI: EIEl'ORE f'AQCEEIlINl;l wmt IH1 WORIC.. RONEY ENGINEERING LJ>AITED CONSULTlNO KINOSTON STRUCT\JRAL ONTARIO ENGINEERS 542-3082 PROJECT No., 263375 ...,. I ..: I ~IV I I < I ,"4 I :;.-:~l- I < I . 1 < ~ . I I < . ,____.J < I '------, < E><l"ERIOR FOUNDATION WALL ! .---r TO BE FY-l1 UNLESS NOTED '.' :...--r OTHERY-lISE ". ......~.. 1.( .' I ( .' I :: J . I . I L______________, v ~ . ---0 .. . .. .' ... " 1 I 1 .t.::.A..~ . '. . :.. .' . .. .. . , L______, ~ {) .-0 - c- "' / L-/ .' -r._ -H-:=L', ---iT ~~". I I {) ." I I "'.. I I I I L_~ -l- I I 1 I 1 I I PROJECT, TITLE, PARTIAL FOUNDATION PLAN NEWCASTLE UBRARY 150 KING AVENUE t.lUNICIPAUTY OF CLARINGTON LOCATION: NEWCASTLE, ONTARIO FOR: SHOALTS I; ZABACK ARCHITECTS LTD. SCALE: 1 :50 DATE: FEB. 28/08 .' '. .' ." " .... . I'~-r- .. .. , .... . , . . '. ~. .,. .. . . :.,: . I.~_L__ . . I I I ...,. I I I .,..... ! DWG.NO: 8AD1-1 of 14 I I I I I I I I I I I I I I I I I I I ~ 0 12 0 ~ 0 If\ If\ / If\ ~ X 13: X >(f; x --l 1 >,,- . 1 ~~~ ~~ ,( A 1 _ <l1 xz~ N- I If\<(0 ~ -1--8: I r- r!9~: I \ 1 1 1 Mf=B kN.m 1 I~~ --H 1 H150x30 ., ----@ -'- ell N N N N X X X ~ ~ 0 0 0 If\ ~ If\ If\ If\ If\ G G G G --H HI50x30 0~ -----@ 1 ~\ 1 1 Mf=6 kNm 1 1 1 \...- / 1 Q. <l1~o.. I ~~ ~ I 'z<l1 1)(-1- ~N<([t I 01--0 If\ -[t8: ell I~ ell ~ x:> ell ... NU:> x X X If\ <l1 X 0 Q 12 Q - Q ,~ ,~ If\ )~ lfI CXPl'RIGHT C>2lDI. IlIJE.T EHGIN:DllIlQ uwrrm 13: X < X ltIECCNlRIICICIIstW..LVERlFYNlDIlEIlClPONSIIILERlIl ALLlllIEN!IllNSNI:l!IW.LRD'CRJ"Nf'fllSCRElWC'l'TO ltIEENllIEEJIIlERlREPIIOCEEDINQWl'fHIH'tWORK. PROJECT, 1TT1.E RONEY ENGINEERING NEWCASTLE UBRARY PARTIAL LOW ROOF LIVlITED 150 KING AVENUE FRAI.lING PLAN CONSULTlNG KINGSTON I.lUNICIPAUTY OF CLARINGTON STRUCTURAL ONTARIO ENGINEERS 542-3082 LOCATION, NEWCASTLE, ONTARIO Sl:M.[, 1 :50 OWG.NO: PROJECT No.: 263375 FOR, SHOAlTS I: ZABACK ARCHITECTS LTD. DATB FEB. 2B/08 8AD1-2 of 14 I I I I I I I I I I I I I I I I I I I ----H H55 152xI02x1.<! L5V C.URTAIN HALL SUPPORT WI5OxBO 600 01- <ll N N N N ~ X ~ X X II) Cl Cl Cl ~ II) II) II) II) i) i) i) i) II) N ..)( Cl II) ~ CClI"tRIl3HT"Ci2DllB.IIONE'l'ENSIEERlNlOlMIIErI K~SHW.VERl'YANDBE~FOR lllI. CIIENSION5Ndl SHIU AEPCRT "" DISClIEPANCY TO HENGIEEIlIlEFDREPROCEEDIGwrtKlHfWORK. RONEY ENGINEERING LJIVITED CONSULTING KINOSTON STRUCTURAL ONTARIO ENGINEERS 542-3082 PROJECT No., 263375 ~I \) WI50xlb ~I ~I PROJECT: NEWCASTLE UBRARY 150 KING AVENUE lAUNICIPAUTY OF CURINGTON LOCA1l0N, NEWCASTLE. ONTARIO FOR, SHOALTS a: ZABACK ARCHITECTS L ro. 01- NI 21 lTTl8 Mf:b kNm Mf:b.5 kNm - PARTIAL LOW ROOF FRAlAlNG PLAN SCAlB 1 :50 DA'" FEB. 28/08 DWG.NO: SAD1-3 of 14- I I I I I I I I I I I I I I I I I I I L 16x16x6.4 () "tJ () "tJ () "tJ () "tJ L 16x16x6.4 (j'J. 3 I 0) x () () () Cl "tJ "tJ "tJ It'> ~ IOx52 ()":J --0 I I I I ---- ---- --- ___J PARTIAL LOW ROOF FRAMING PLAN 1,50 l:tlPl'RIGKI'02ODll, ROHEYENGlNEERINI; lMJTED lHE.CONIRICItlRSlWJ..'<UlfYHmIlERESPONS8.ERlR IlU.DIIIEN9ONS1<KJSlW.LIIEPllRl'IH't~TO THE ENGINEER BEflJRE PlllXmItIC wnK Itt'r .... PROJECT: TITLE: PARTIAL LOW ROOF FRAtoAlNG PLAN CONSULnNO KINOSTON STRUCTURAL ONTAFtto ENGINEERS 542-3082 N~CASTlE UBRARY 150 KING AVENUE lotUNICIPAUTY OF CLARINGTON LOCATION: N~CASTlE. ONTARIO FOR: SHOALTS ac ZABACK ARCHITECTS LTD. = AS SHOWN DAre FEB. 28/08 DWG.NO: RONEY ENGINEERING UIVIITED PROJECT No.: 263375 8AD1-4 of 14 I I I I I I I I I I I I I I I I mPTRlGHI' Ct2Dlll. RONEY ENGINEEIlING LMfm .. llIEc:c:NIRftCRlRSIW.l.wal'YAHDflERESPONSIIIlEfl)fl ALLDIISBONSANIl5l'W.LREI"ORI"lMflllSl:llEPNtCl'TU llIE ENGiIEDlIlERlRE PROCEEDINC wmllMf WClRK. I I <t\ X () '" ~ 0'1- I o " YGIOx 8 N o " o " I I I I I I I I I I I I L___ L 16x16x6.4 <t\ ~ '" ~ o " - - - - -1 HSS l21x51x6.4 LLV 0UTR166ER5 - TYPICAL PARTIAL LOW ROOF FRAMING PLAN RONEY ENGINEERING LIVIITED CONSULTING STRUCTURAL ENGINEERS KINOSTON ONTARto e,4.2-3OSJ2 PROJECT No.: 263375 PROJECT: Tl1I.8 NEWCASTLE UBRARY 150 KING AVENUE WUNICIPAUTY OF CLARINGTON LOCATION: NEWCASTLE. ONTARIO FOR: SHOALTS a: ZABACK ARCHITECTS LTD. 1.50 PARTIAL LOW ROOF FRAMING PLAN owe.NO: SCAlE AS SHOWN DAlE: FEB. 28/08 8AD1-S of 14 I I I I I I I ~ I ( I I I I " I I I I I I I ~ (~ ~~ >~ > ~tffi> It ill f ~ <l:l ..t x '" 'X ;!l ...J + .L.. rOrrrn I "V "V ~ " il ~ ...J ~ ~ ~ El ...J <l:l )i A ~ A . ll'l ~ .. -- c~ PARTIAL HIGH CXIP'I'RIGKr02llOlLItllND'ENCINmIlNlilLMTEll D1[CClHIRACRlRSlW..LVERFTIHJElERESPONSILERlR olJ.LmlEHSIONSNlllSHW..IlD'ClRI"IHtDlllCRl:PANCYltI ntEENQINEERBEFtlREPIlOCUOflCWIIIIIHtWCRt. N~CASTLE UBRARY 150 KING AVENUE IolUNICIPAUTY 01' CLARINGTON lOCAllON, N~CASTLE. ONTARIO FOR: SHOAlTS a: ZABACK ARCHITECTS LTD. PROJECT: CONSULTING STRUCTURAL ENGINEERS RONEY ENGINEERING LJIvIITED KINGSTON ONTARIO S42-30112 PROJECT No.: 263375 () !!l () !!l I I I L 7bx7bx4.8 TRIMMER i-'610x45 "- ~~/ ~/ ~ V~ /~ () < ll'l ~ < < . / <l:l X () ll'l ~ i-'610x45 L 7bx7bx4.8 TRIMMER ROOF FRAMING PLAN 1,50 TI1tE: PARTIAL HIGH ROOI' I'RAIolING PLAN SCAlB AS SHOWN DATE: tEB. 28/08 DWG.NO: SAD1-e r- I d:l X () ll'l ~ ~ of,. I I I I I I I I I I I I I I I I I I I "1400 ~ 1 ~ ~ I "147 I I 0.: I ~ V' V' M,=7.4 I:.Nm 8 M,=2 k~(1 / - TYP. .t\\ <I) ~-0 \I p I 1--' \------ N <fi M,.= 127 1:.Nm- x 8 0 0 0 X lJ lJ lJ N S) .p.?J 'S'- ~ ~ ~ ~ ~ ".\?J ".\?J qf~ f ~f qf - ~P'I ~ / t- v" :'!I; cO N x ~ 8 8 ~. I <cP N II) a ~ ~@ ~ II) ~ .,.0 q,x - PARTIAL HIGH ROOF FRAMING PLAN 1,50 COP'tRIClHT02llllB, RONE'I'EHGI€ERINGUIIITED lHE CONIllACTDIt SHW. 'MllfYAND BE RESl"ONSlBI.E R:IR AU.OIIIDISIONSANlISl-WJ.IlEPORTNf'rDl!iCREJ'NC'l'lO 1HE9tGfrlEEJtElEFOREPROCEEIlINQWfJHNfrWllRlt. PROJECT: TITl.8 RONEY ENGINEERING NEWCASTLE UBRARY PARTIAL HIGH ROOF LJIVIITED 150 KING AVENUE FRAMING PLAN CONSULTlNQ KINGSTON MUNICIPAUTY OF CLARINGTON STRUCTURAL ONTARIO ENGINEERS 542-3082 LOCATION, NEWCASTLE, ONTARIO S""'-EI AS SHOWN DWG.NO, PROJECT No.: 263375 FOR, SHOAlTS .t ZABACK ARCHITECTS LTD. OAlEI FEB. 28/08 8AD1-7 of 14 I I I I I I I I I I I I I I I I I I I ~ '1400 I '141 I I ~ ~ ~ ~ L I02x8'lxb.4 LLH_< I ,CURTAIN HALL SUPPORT I - TYPICAL < ~ ~ ~~~~/ r- M,=1.4 kNm '\ ., Mr= 2 kNr \.. .0\\ I) r~ -T'(f N . -'\ fri x -M,=121 kt-l-n N 0 X < Cl ~ Cl Cl N "0 "0 "0 0 - < ~ ~ l:' ~ ,,~< _,p.?J ~ ,p.?J ,p.?J ,p.?J {(fO ((t qf ,<,' qt ~ ~ / p"J "-.P'I <l;\ T- N X :'Ij 8 0 ... I ~o<(/ ~ N ~ '? .,.0 ,<,\ ,<" PARTIAL HIGH ROOF FRAMING PLAN 1.50 CDPI'RlGHT c 2DDI, IlONEY DGMEERING UWll'Ell lIECOHrJlACRlRstWJ.\lERlFYNmBERDPOttsEURlR Al..LDIIENSIONSANDSHiW.RE2'Oftl'"NIf~1D lIIEENGlNEERBEFOflEF'ROCEEIXIIGWIT1lNlfWDRlt. PROJECT: llTLE: RONEY ENGINEERING N~CASTLE UBRARY PARTIAL HIGH ROOF L.MITED 150 KING AVENUE FRAMING PLAN CONSULl1NG KINOSTON t.fUNICIPAUTY OF CLARINGTON STRUCTURAL ONTARIO ENGINEERS !542-3082 LOCATION, N~CASTLE. ONTARIO SCALE, AS SHOWN OWG.NO: PROJECT No.: 263375 FOR'SHOALTS II: ZABACK ARCHITECTS LTD. OA'" FEB. 28/08 SAD1-e of 14 I I I I I I I I I I I I I I I I I I I II 46C RANKED 0\\ 0 H --- M.=I40mn~' - q,\ ~ ~ N !!:! ) TYP. x () ~ Cl Cl 10 () () ~ .., ~ ~ I is- t>..,.s. N t>..,.s. ~~ >tJ~ >tJ~ P 1-~' ~>tJ. ~>?J- f q, q, ~f q. - ~Pfl v v v v v v L 102x8<lxb.4 LLH T~TAIN l^IALL SUP! ORT --- - TYPICAL 00 bOO EGlUAL EGlUAL bOO j"--/ ~~~~~~ - -0 =0 ,r 0\'}.. / < ~ 7" ''\. l.;:t < f---- M.=22b mn~ ../ N ) 1'1.=1.4 mn () () 0 ~~~~A- A A ^" 10 "Q "Q N E !!) 2 ~ ~ ~ E V PARTIAL HIGH ROOF FRAMING PLAN 1,50 COP'l'lllDHI'G2IIllll, ROIE'l' EMClNEEJllMG LUlTED 'THE comw:'fQR SHW. VERI'Y 1M) BE IlESPONSB..E RlR ALLIlIISCSIlNiNG!ilWJ..REPllI'n"IMrIXSCllEPNtCYTC lIIEENCIHRIlIERlREPIlClC&DWG'MTH/IH'(MJRl(, PROJECT: 1TTLE: RONEY ENGINEERING NEWCASTLE UBRARY PARTIAL HIGH ROOF LIMITED 150 KING AVENUE FRAMING PLAN CONSULTING KlNCSTON MUNICIPAUTY OF CLARINGTON STRUCTURAL ONTARIO ENGINEERS &4.2-3082 LOCATION: NEWCASTLE, ONTARIO SCAill AS SHOWN OWG.NO: PROJECf No.: 263375 FOR: SHOALTS a ZABACK ARCHITECTS LTD. DAn:, FEB. 28/08 SAD....' of 14 I I I I I I I I I I I I I I I I I I I A ~ 0\\ W410x4b C RANKED H ~H':I40kNm /V" v 1", q~ q, '" r- X N ~ 0 < {j ~ Il'l 0 ..., ~ I ~~ ..;s\N "'~~ >tJ~ is- '" ",1-' -;.<!J. ..,>t;- <,>tJ > ~t q, q, <<t q, H5S Ie ~x102xB2 PF1J \.. ATCOLL MN5ONL~~ > TYPICAL > fH\ lYP. ........... 0< 10 EG~AL EGlUAL bOO bOO > 'W > I ,CP- W4IOx54 CRA! KED > ~ /' '\~ '" f. H,:b kNM H,:1.4 kNm N ~ -H,:22b kNm > ~ ~ ) - TYPICAL ,~~~~~ ~ .:8 IA C / c c ~ ~ ~ ~"\:l "\:l "\:l 9 ~ ~ ~ ::c HllRE CORNERS LL lbxlbx4b C.ONTI~0U5 - TYPICAL PARTIAL HIGH ROOF FRAMING PLAN 1,50 o:FtItlQHl'CII2Ollll,RONE1ENGINEERINGLMJED lHECONTRtCfORSlW..LVElWYNlDIE:RESPONSlIllLfOR ALLllIIEN!llDHSlNJSlW..LAEPORrIRrDS:REPN<<:'l'm lIE: MMEER BEFORE PROCEEDING WIJH Nff WORJ(, PROJECT: l11lE RONEY ENGINEERING NEWCASTLE UBRARY PARTIAL HIGH ROOF LIV\fTED 150 KING AVENUE FRAMING PLAN CONSULnNQ KINOSTON MUNICIPAUTY OF CLARINGTON ? STRUCTURAL ONTARIO ENGINEERS 842-3082 LOCATION, NEWCASTLE, ONTARIO SCALE: AS SHOWN DWG.NO: L... PROJECT No.: 263375 FOR, SHOALTS I: ZABACK ARCHITECTS LTD. DAT2 FEB. 28/08 ~AD1.10 of 1.... I '!: I '0 ... ... . ... I ~ ..C1 ill - ~C III 0 ~. ~ It) I s Ii) D Z 0 Z ~ Ii) ~ Z 0 0 :I: N It! t; en iii I ~1Il ~ 8 .... en .... (/) <( ... OJ 2~ ~ ~ ~ --' --' '" c I ill ill l!! ~ Z ci \j) 0 !:; .... eI en Z !2 ~ I If\ it: >- :5 o:....u 0: :>: <(~ ~ c.> 8 O:Z'" z "" lD....o 0< I ::i~~ '" N . c.> ~eI:J ~:i -- ~~: Iii ~ I u~g ~ "" 0 ~o% ~ !:l 0 ....1I):::l N %_::1 % < Z 0 13 :>: 0 en I w ~ a .. '" 9 ~ .. II- l!JD Z21: I :J~ ~~ i~~ <>:8:: 0: z I 'XJl w x! ~--' w I ~ ~~ Z II) (!j ,... It) 8 --'z z It) < Ul 8 w N I <Q ~ N t >- o~ ~ I W ~~m .; I z t!l z 8 I Itlll~ 0 Vl::J! I z~o a --' 0: o z ~~- I <> '" ~ "- LZ ~;1i~ , I , 81ll:;i I D ...1-\1) eJ--' .< , oJ" .~ 11D I <--' I ih I iQ~ ~~ , NO , 5~~ ---' ~~ ~ w~il \j)\j) ..." ~ ~!:! I ~ ; id ~ I~i I ; III ! ~~~ I I I I I I I I I I I I I I I I I I I I OHSJ ClJP'I'IlIQHTCl:moa.RONE'tEMGlNEEIlIGlMlIEIl lJECONIRI'CItItSIW.LVElllfYAHIlllEllESf'OH$IBl.ff'Olt AU. DIMEJISlONS AND SHW. REPORT INfDlSlClEPllC'l'TO lMEEHGJrIEDl: BEFOREPROCEEDINQ WITH MfMJRl(. RONEY ENGINEERING L..IVlITED OONSULnNG KINOSTON STRUCTURAL ONTARIO ENGINEERS &42-3082 PROJECT No.' 263375 STEEL DECK 1#10 STEEL BEAM SECTION 1,20 PROJECT: NEWCASTLE UBRARY 150 KING AVENUE t.lUNICIPAUTY OF CLARINGTON LOCATION, NEWCASTLE, ONTARIO FOR, SHOALTS a ZABACK ARCHITECTS LTD. VARIES REFER TO PLAN CONTINUOUS L 16x16x4.8 H55 102xl02 OUTRleeER L 102x8<lx6.4 LLH MOMENT CONNECTION - REFER TO PLAN TTllE SECTION L/S30 1 = AS SHOWN CArro FEB. 28/08 DWG.NO: AD1-12 of 1. I I I I I I I I I I I I I I I I COP'tRIGHf02llllll. RlINEYEMGIrlEERIMG UI.II'ED IlHECClHJJW:JCRSIWl.\'EIlIFYAIIlBEIlESPllNSIII..EFtlft ALLIlIiIEN5ION5ANDSKALLllEPClIIT/lH'tlllSCREPAllC'l'm 1HEENlllNEERIIEFtlIl!:PllDCEEIlINaWflHI<<YWOIIK. I I CONTINUOUS TRIMMER ANGLE <100 I o 3Bmm 51EEL DECK RONEY ENGINEERING L.JIVITED CONSULTlNC STRUCTURAL ENGINEERS PROJECT No.: 263375 L102x8<lx6.4 HANeER H55 PURLIN L102x8'lx6.4 LLH 51EEL BEAM SECTION 1015 L i6xi6x4.8 I^l 51EEL BEAM L102x8<lx6.4 LLH SECTION 1,20 PROJECT: "TITlE SECTION X/S301 &: SECTION W/S301 KINGSTON ONTARIO S42,-3OD2 NEWCASTlE UBRARY 150 KING AVENUE lolUNICIPAUTY OF CLARINGTON LOCATION: NEWCASTLE, ONTARIO FOR: SHOAl TS Ie ZABACK ARCHITECTS L ro. SCAlE AS SHOWN DATE: FEB. 28/08 DWG.NO: AD1-13 of 14 I I I I I I I I I I I I I I I I CCIP'l'RIGHI'02llllll, IlONEYEICINlERING I..MIEll lHECONIIlICJCRSIlAU.\lERlFYNCDIlERESI"CIMSII.!:FDR I ALLDIlIENSIONSNGSlW.LIEJ'ORl"NtfIllSClEPllHCYTO MEHaIMEERfIERlREPllOCfEIJINC'IfI1l~WOIlK. I I RONEY ENGINEERING L...IVlITED CONSULnNO STRUCTURAL ENQINEERS KINOSTON ONTARIO 542-3OQ2 PROJECT No.: 263375 STEEL DECK 250 L102x8'lxbA LLH H250 Lb4xb4x4.8 SECTION 1,20 4.8 L102x8'lxb.4 LLH Yi310 SECTION 1,10 PROJECT: NEWCASTLE UBRARY 150 KING AVENUE t.lUNICIPAUTY OF CLARINGTON lOCATION, NEWCASTLE, ONTARIO FOR'SHOALTS a: ZABACK ARCHITECTS LTD. 1111.E< SECTION Y/S301 '" SECTION Z/S301 SCAlE< AS SHOWN DATE< FEB. 28/08 DWG.NO: AD1-14 of 14 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Mechanical & Electrical Addendum No.1 Page 1 of 2 February 25, 2008 Issued by: Atira Engineering 141A Hickson Avenue Kingston, Ontario K7K 2N7 (613) 548-7440 Fax: 548-3793 This addendum forms part of the Tender Documents and amends the original specifications, drawings, schedules and details dated February 11, 2008 This addendum contains the following: . 2 typed pagels) MECHANICAL: M 1 Seismic Restraint: 1.1 Seismic restraint for components of mechanical systems shall be required on this project. Design seismic restraint systems in accordance with Article 8-4.1.8.17. Of the Ontario Building Code, current revision. 1.2 Provide shop drawings for all seismic restraint systems required by mechanical work. Shop drawings shall bear the seal of a Professional Engineer registered in the Province of Ontario where required by Authorities having Jurisdiction. ELECTRICAL: E 1 Drawing E-1: 1.1 Refer to the legend on drawing E-1, append the following to the description of the cast in place floor box: 1.1.1 Walker RFB cast-iron floor box with flooring insert activation kit or equal. 1.2 Refer to the legend on drawing E-1, delete the last item in the legend. 1.3 Refer to the one line diagram. Add a three pole, 200A rated, 200A fused disconnect complete with solid neutral between LP-A and the splitter. Revise the conductors to LP-A on Iv to 350 MCM aluminum or 250 MCM copper. 1.4 Refer to the Light Fixture Schedule Type L, change L to L(#), in clarification the number shown in brackets on the sight plan is the IES reflector type required in that location. Revise the part number to read AR#/250MH120NSF. E 2 Drawing E-2: 2.1 In clarification, the switches in corridor 115 shall control the lighting contactors controlling the lighting in the main areas of the library. Refer to detail 3, the contractor may at his discretion substitute multiple contactors for multi-pole contactors. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Mechanical & Electrical Addendum No.1 Page 2 of 2 February 25, 2008 E 3 Drawing E-3: 3.1 Refer to panel schedule PP-1, breakers 70,72 and 74 shall be 15 amps. 3.2 Refer to the Notes, append the following sentence: "11. All data conduit from floor boxes shall be home-run to IT Closet 122" E 4 Specifications: 4.1 Refer to 16-050.1.3.1, add the following sentences: 1.3.1.2 1.3.1.3 Cast-In-Place Floorboxes. Motion Sensing Switches (integral occupancy sensors). 4.2 Refer to 16050.2.5.1, add the following sentences: 2.5.1.3 Switches with integral occupancy sensors, Hubbell 12771 or equal. 4.3 Revise 16500.1.2.1.2 to "Not Used" 4.4 Delete 16500.2.4 and 16500.2.4.1 E 5 Seismic Restraint: 5.1 Seismic restraint for components of electrical systems shall be required on this project. Design seismic restraint systems in accordance with Article B-4.1.8.17. Of the Ontario Building Code, current revision. 5.2 Provide shop drawings for all seismic restraint systems required by electrical work. Shop drawings shall bear the seal of a Professional Engineer registered in the Province of Ontario where required by Authorities having Jurisdiction. END OF MECHANICAL & ELECTRICAL ADDENDUM No.1 I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd. March 3. 2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.2 The following items are part of the Contract Documents and are to be included in the Base Bid. The Bid Documents are revised as follows: Item Dwg. No. Specification Revisions/Clarification/Additional No. Reference Reference Information/Remarks 1 00100 Delete: 1.1.2.1 Instructions to Add: 1.1.2.1 - "2:00:00 p.m. (local time), Thursday Bidders March 13,2008." 2 02233 1.2.3 Where the phrase "(no work)" is included in this Site Services Section, it means no work will be done by the Region of Durham. All work will be done by the Contractor and is included in the Stipulated Sum. 3 00300 Delete: 1.10.4.1 Stipulated Price Add: 1.10.4.1 - "Bid Closing March 13, 2008" Bid Form 4 04150 2.1.22 Delete title of this item. Masonry Replace with: Accessories 2.1.22 "Precast Concrete Cap for Sign". 5 08120 The scope of these two Sections includes providing Aluminum Doors anchorage of suitable size and type to connection work and Frames, and of these Sections to the projects structural and Aluminum Interior miscellaneous steel. Refer to Structural and Scree ns Architectural Drawings (including Addenda) for the 08520 location of this steel. Section 08120 and 08520 to Aluminum clearly indicate type and extent of anchorage on their Windows and Shop Drawings. Curtainwall 6 M1 Division 15000 Revised HVAC in room 132: Mechanical In Room 132 Children's House, change the 4 Type E diffusers to 4 Type A diffusers as shown on attached drawi ng. Drawing SK-1, dated February 29,2008. Offset ductwork as required to work around structure and architectural ceilings. Page 1 of 3 Gerald Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K 127 Associates: . Susan Croswell . Eric Riddell . Todd Storms e-mail: mail@szarch.com Tel: (613) 541 0776 Fax: (613) 541 0804 I I I I I I I I I I I I I I I I I I I Addendum No.2 Newcastle Branch Library March 3, 2008 Item No. Dwg. No. Reference Specification Reference Revisions/C larification/ Add itional Information/Remarks 7 Addendum #1 First item at top of page 6: In Site Plan General Notes, Drawing A010, change "pacing" to "paving". 8 A001 Addendum #1 Exterior Wall Types Item 15 Delete: "Exterior Wall E1A (as Added in Addendum #1 -Item 15)" Add: "Exterior Wall E1A - Same as E1." Add: "Exterior Wall E1C - Same as E1 and E1A with 50mm semi rigid insulation." (See attached Sketch AD2-4 and AD2-S) 9 A010 Site Plan Add: Notes indicating the extent of the depressed curb. (See attached Sketch AD2-22) 10 A150, A301, A302 Children's House 132 Change: Flat 'Painted Gypsum Board ceiling" at 3600 AFF. (See attached Sketch AD2-1 and AD2-2) 11 A302 Children's House 132 Clarification: Add dimensions to iayout the sloped walls along Gridiines D and E. {See attached Sketch AD2-31 12 A302 Details Add notes as per the attached section details. (See attached Sketch AD2-2) 13 A303 Ceiling Details Add ceiling details 5 to 8/A303 (Detaiis of reveal in sioped gypsum board ceiling at rigid frame and surrounding construction. (See attached Sketches AD2-6 to AS2-1 0) . 14 A303 Wood Cladding on Beams Change distance from end to wood cladding on beams to grid lines to 300mm. (See details 5 to 8/A303). 15 A314 Wall Sections Add notes as per the attached section details. (See attached Sketches AD2-11to AS2-18) 16 A364 Details 1/A364 and 6/A364 Add notes as per the attached details (See attached Sketch AD2-19 and AD2-20) 17 A600 Finish Schedule - Program Room 110 Delete: Floor Finish "PST" Page 2 of 3 S:\AII Oata\2006 Projects\0633 . Newcastle Branch Ubrary, Municipality of Oarington\Contract Administration\Addendum\Re-tender\ADDENDUM NO. 2\Addendum No. 2.doc I Addendum No.2 Newcastle Branch Library March 3, 2008 I Item Dwg. No. Specification Revisions/Cia rification/ Additional No. Reference Reference Information/Remarks I 18 ABOD Finish Schedule - Coats 111 Delete: Floor Finish "PST' I Add: Floor Finish "Lino" 19 ABDD Finish Schedule - Coats Kitchenette 112 I Delete: Floor Finish "PST" Add: Floor Finish "Lino" I END OF ADDENDUM NO.2 I I I I I I I I I , I I I Page 3 of 3 I S:\Al1 Data\2006 Projects\0633 - Newcastle Branch UbraT)', Municipality of ClaringtDn\ContractAdministration\Addendum\Re-tender\ADDENDUM NO. 2\Addendum No. 2.doc I I I I I I I I I I I I I I I I I I III o 0) 2590 1400 I SKYlI GH T WITH SITE F ABRICA TEO CURB ROOF TY? Rl FLAT REFER TO NOTES ON 1/A301 )-- m.m.q........ ...w...... ,.......mum. O' 20 . ...........m..................m...".............. . . 1 5 246 1..1 lr\ f ~1 ~\. l II ~ \\; II 'i -. - - :1 /1 ~! / i II " II / ! 11 / il/ t,/ o '" co '" o o N '" Children's House 132 PAINTEO GYPSUM BOARO PIER Building Section - Partial 1:50 Project Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotaroqui Street. Suite 206. Kingston, Ontario. K7K 127 e-mail: mail@SZorch.com tel(613)541-0776 fo)((613)541-0804 Drown by I Dote MarCh J. 2008 Supersedes I Superseded By Location 150 Kina Ave. Newcastle, ON Client Municipality of Clarington File Nome AJOI Client Project # Drowin9 Number Dra.....ing Building Section I/A301 Revision # AD 2-1 Project # 0633 I I I I I I I I I I I I I I I I I I 11:1 ~ ROOF TYPE Rl (FU REFER TO NOTES 0 I ~ ~. ~<:i I - n , , 2022 Iv / , -- , ~'- " [I "l"T-- -, 'II ~ kC~';0J II III I - II' .332 ix; ;;:'~))1.1 _ III I ,,' ;; "~-.JU. "I '/ \,"!f' -- , [I /,.1'[ 'b., \!i! -/--_ ilr:: ~j H\,~, Sli ".r /"11[! 'iI..\ ''\1", iV/Ii III'~ '11 ~(Iii III :~II I I,N. r" <Children'!:li ,/ ,I i: I "" Up! use ill Iii !I~, !~lii ',1,1 13,:.2'..---., I 11,11 ii :1 if i li- ----.--~I I " l '-SAT CEil I I - : Infor! L Point 1126- I I L@- CHILDREN'S HOUSE 'FRAME', PAINTED MDF ON STEEL STRUCTURE, I I I I Building Section - Partial 1:50 Project Newcastle Library location 150 King Ave. Newcastle, Client Municipality of Clarington Drawing BUIlding Section 2/A302 File Nome Shoo Its and Zoback Architects Ltd 4 Cotoroqui Street. Suite 206. Kingston, Ontorio. K7K 127 e-mail: moilOszorch.com tel(S13)541-0776 fox(613)541-0804 Drown by I Date March J, 2008 Supersedes I Superseded By Drawing Number AJ02 Client Project # Project # 0633 I Revision # AD 2-2 I I I I I I I I I I I I I I I I I I I 1:1 "'===~-'" -~"--",,,..=_.~ -~="'="'-----------_""-"_" -,,---~_ ._.._.._...______m....._" _-"= ......,=-~-=--=== ------"==".."'==-'---------=---~-----~---,.__._._._.__._.__._--~~--=="'"--~--_.._-.._.~ ~ '- ~ I~ ~ ~ ~ ~ ~ ~ ~ '-' '-' '-' '-' ~ - 54 - - 1 - - r - - - - 650 'V )lIection 4 212 ~ 850 ~. IN Building Section - Partial 1:25 Project Shoalts and Zaback Architects Ltd Newcastle Library 4 Coloroqui Street, Suite 206. Kingston, Ontario, K7K 1 Z7 Location e-mail: mail@Szarch.com tel(61.3)541-0776 fox(613)541-0804 150 Kinrflv Ave. Drown by I Dote Newcastle, March 3. 2008 Client File Nome I Supersedes I Super~eded By Municipality of Clarington AJ02 Client Project f! Drowing Number Drawing Buildin~ Section 2/A302 Project # I Revision # AD 2-3 at Chi dren So House 0633 I I I I I I I I I I I I I I I I I I 11..1 5 0 GL <B> ( ~ Floor Plan Plan. Partial 1:50 Project Newcastle Library Location 150 Kina Ave. Newcastle. oN Client Municipality of Clarington Drewlng Floor Plan AD 1-14 A 100 Intc Po 12E HOT DIP GAL VANIZEO ANGLE TO SUPPORT THRESHOLO (SEE DETAI 3(A311) 2400mm LONG MILLW K WINDOW SEAT SEE 0 SERIES DRAWl IS Children's House 132 o o n Shoalts and Zaback Architects Ltd 4Cotoroqui Street. Suite 206. Kingston, Ontario. K7K 127 e-mail: moit@Szorch.com tel(613)541-0776 fox(613)541-0804 Drown by I Dote March 3. 2008 I Supersedes I Superseded By File Nome 063J-Al00 Client Project # Drawing Number Project H 0633 AD 2-4 I Revision # I I I I r"ctOf'III'AU. '''~ 3m... AWI,IIIlUioll SlU.8tl,OW I [XT(p,o "rRjVM>fJI.JR. 8A1IIl1(ROOro_oow 1'1IAl,lE ANDPIIOVlO[ """""""""- I PFKMO( CONnwcus f:ALJl.1(l!JG ANO SACKER ROO.TYPtCAlAU.S/OES. I A~V-"-~-:::J- ~ ~~0Cl("':=.\ \ ~ 25mmAIRSP,o.C! ) I \ ~S(lIIRIGlllIHSUl.AIlOtf' ~ AlR/lMPOUll eAMlE/I: \ ~ ltonlm COHCRElE BlOCJl: ) I t. -'"-----"-'"-"'--'".....-^.-"~./ I I I I I I I .!ommoU.UUlllUlol SlU.etLOW8RIOC I COWTINJOUS SEAUUll "1 EMOS .. .~ I "<<JRlnt':lClrR11I:.1 9Omrol8Ril;ltytNtU 25mm All;: $PAct 88mm S(UllllQO"lNSl.MlI(lI,I .uIlf....d>OlJll:BI'AAlER Z4o.r-C0HCllf:1E8l.OOC I I I .? i I QJ Plan Detail A362 1:10 I Project Newcastle Library Location 150 Kina Ave. Newcos/Je. oN I <B> ,"'.. IllOC:XlKlowr .0/ /. ,. . : / / / " . ,/ / ). I Client Municipality of Clarington Drowirog Plan DetOl'ls A362 AD 1-15 I 1:1 ...oOW' stilt. Sl:t!>OO stlOCS MA...HGSfOROUAltS. -.weOW' SIll (SEE T'I'PICAL 9\.l O(TNL Or'I~SEIII(SOAA'MNCS) f4CE or WAU BELOW StL " ~\IIlNOO'Il.TIENR~ 8ARAI!:R II\IfO WNDO" fR,UI(. rQ.u.r ROP(.u..oSE~TeolliS<<$gr- I HEAt!. $lI.L AND.;.we. fill. All YCID$ "'TPEllIUErrRllI1HSPAA'IOJiM ~SUL,.nOtf. ,........Pl't"l'l'OOD .."""" ".0.8. TO CRIOllHEE "....... ~ " Chicren's ...... 1132 I \IIU.~~SE[ !>OOstJM:Sow._cs rOR OCTNLs' l~C1'PSlJIIIeoARO (rtP('lI') 92mm WEiAl.. S'VDS 0400...... 0."- "'" , .---,"STAU.10l)nm, . Rt\IEAl..SA.SE~'JKS WAU.. sa ro/A)61 rt:Jlii:OETAll.S. """""'" Shoo Its and Zobock Architects Ltd " Coloroqu; Street Suite 206, Kingston, Ontario. K7K 1Z7 e-mail: moil@Szorch.com tel(613)541-0776 fo)((613)541-0804 Drown by I Dote March 3, 2008 Supersedes I Superseded By Drowing Number file Nome 06J3-AJ62 Clien t Pro jec t H Project # 0633 Revision /I AD 2-5 I I I I I I I I I I I I I I I I I I I,;, PAINTED GYPSUM B AR ON 92mm STAINLESS STEEL S UD TO UNDERSIDE OF STE 0 CK PAINTED STEEL BEA , , , , , " I WOOD CLAD STEEL EA (SIM TO 4A/A363 NO 4B/A363) PAINTED RIGID STEE FAME EXPOSED CONCRETE BLOCK Building Section - Partial 1:10 FOR INFORMATION ON SHADED AREAS, SEE A300 Project Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206. Kingston, Ontario. K7K ll7 e-moil: moil@S:;:orch.com lel(613)541-0776 fox(613)541-0a04 Drown by I Dote March J, 2008 Supersedes I Superseded 8y 06J3-A300 Location 150 Kina Ave. Newcastle~ dN Client Municipality of Clarington Drawing Building Section 1/A300 File Nome Client Projed II Drawing Number Project II 0633 Revision # AD 2-6 I I I I I I I I I I I I I I I I I I I 1:1 L :' PAINTED GYPSUM BOARD ON 64mm STEEL STUDS N 0\ 300 PAINTED GYPSUM BOARD ON 92mm STEEL STUDS WOOD CLAD PAINTED STEEL COLUMN (SEE 4A/ A363 AND 4B/A363) Floor Plan - Partial 1:10 FOR INFORMATION ON SHADED AREAS, SEE Al 00 Project Newcastle Library Client Municipality of C/arington Orowin9 Floor Plan 1/A 100 Fife Nome Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206, Kin9slon, Ontario, K7K 127 e-mail: moll@Szofch.com tel(613)541-0776 fox(613)541-0a04 Drown by I Dole March 3, 2008 Supersedes I Superseded By Drowing Number Location 150 Kina Ave. Newcastle, oN 0633-AIOO Client Project. II SECT/ON D Pro ject # 0633 I Re...ision /I AD 2-7 1 I 1 I I 1 I I I I I I I I I I I I 11.1 8 I - PAINTED GYPSUM BOARD - 92mm STEEL STUDS ON UNDERSIDE OF STEEL DECK. (DRYWALL REVEAL TRIM AT STEEL MEMBER) " r N 0"> , , , R:VEAL TRIM} " " PAINTED GYPSUM BOARD 64 ON 64mm STEEL STUDS PAINTED RIGID STEEL FRAME , 6 300 300 SLOPED CEILING - PAINTED GYPSUM BOARD - 22mm FURRING CHANNELS - 42mm CARRYING BARS - OWSJ STRUCTURE Section - Partial 1:10 Project Shoalts and Zaback Architects Ltd Newcastle Library 4 Coloroqui Street. Suite 206. Kingston, Ontorio, K7K lZ7 Locotion e-mail: moi!@Szo(ch.com lel(613)541-0776 fo:o:(613)541-0804 150 King Ave. Drown by I Oate Newcastle, March J, 2008 Client File Nome I Supersedes I Superseded By Municipality of Clarington 06JJ-A300 Client Project # Drawing Number Drawing Bui/ding Section A 300 Project # I Revision II AD 2-8 SECT/ON C 0633 I I I I I I I I I I I I I I I I P'!J;wcastle Library I I 1,:1 PAINTED GYPSUM BOAR REVEAL AT RIGID STEEL FRAME PAINTED RIGID STEEL FRAME DI Section - Partial 1:10 location 150 Kina Ave. Newcastle. oN CHent Municipality of Clarington Drawing Building Section A303 A I 300 L A SECT/ON B 300 PAIN TED GYPSUM BOARD CEILING SLOPED TO MA TCH ROOF STRUCTURE PAINTED GYPSUM BOARD BULKHEAD (STOP lDmm ABOVE BEAM) -,~:' 300 WOOD CLAD STEEL BEAM (SIM TO 4A/A363 AND 4B/ A363) HOLD REVEAL BACK 20mm FROM END OF PANEL Shoalts and Zaback Architects Ltd 4 Cotoroqul Street, Suite 206, Kingston, Ontario, K7K 127 e-mail: moil@Szorch.com tel(6' .3)541-0776 fo)((613)541-0804 Drown by I Dole March J. 2008 Supersedes I Superseded 8y Drawing Number File Nome 05JJ-AJOJ Client Project # Project II 0633 AD 2-9 I Revision II I . I . I . I . I . I I I I I . . . '1:1 o A 0 3 G ~0 ~ ~( 180~ 3600 1600 I I I I I I I ~ .- .- J I I I I { I . I I If::: ''c.,,' I:" .. .....,. i i .. ". .. '<'1' i --J.~ i .... ........... ._L..... ..,':, ' I .............:......U -Iii ' TiT;:111 /11 ...1............. I'.'::: IV II ....... .. ..; .:.~ :: :E.. Ii " . _ Ii ".,1 IQ: lJ9*, ..... ." .... .... I i I Ii ~," ~- Iln..:.....~ ........ I..... ....1-~1 I I,. .....:.......... IIF I U1I .'...............'11....,......... .J /,:;;;:... -'C1~~0.1_ .' =. 1'1 h:::-.. " ~ ,'" j!II ...... ....... I .............. I ~ II i '~I f"L I':'" ,... I Ii I I A'\ ...... ,I' I ilj' / I'.:... .... '. i I i. / ,'-" I.... .L.. I! 1'/ 'I .. 11.;[.j".,........'. LO' . .'j'- v....... 1111 oml ' , ..... I.. 1Zlf ..-.... I I !':"I'" ..' . .....; ,... . 'C'"'" ,.: .. -:..c".....J . ".J I !....I ....... ..... ...,.' ...... ...... ... ....1'....: . B> ..... . . :.'. . .i ..... IL I I f3\ Building Section - Partial ~1:50 I~ j.~ \11 /"" 10 I Project Newcastle Library Shoalts and Zaback Architects Ltd Cliel"lt Municipality of C/arington File Nome 4 Cotoroqui Street. Suite 206. Kingston. Ontorio, K7K 127 e-moil: moil@Szorch,Com tel(6t3)541-0776 fox(613)541-0B04 Drown by I Dote March J, 2008 I Supersedes I Superseded By Drawing Number 06JJ-AJOJ location 150 Kina Ave. Newcostle~ oN Drawing Building Section A303 Client Project # Pro ject H 0633 I Revision # AD 2-10 I UNOBSTRUCTED v.€EPHOLES AT 6 o.c;. (TYPICAL) " 5l" I I' -,' I:' II ,;; , Oil F N T CEMENT PARGING (400mm) OAMPPRQOF'lNG MEMBRANE " 0 0 AIR/VAPOUR BARRIER N I MEMBRANE POURED CONCRETE FOUNDATION " ,11..,."",,", " " -...--'- I I i' if ;--" ;] LJj " ! ;1 ! '[ il ~__-.J L II , il II ii I MASONRY LINTEL BELOW WINDOW ,'" ""11""- "__J"- ,,- " .~ :L--- ---187'1 i II ~. .... ~! , H 11 I PRECAST CONCRETE HS1Ll M ON AIR/VAPOUR MEMBRANE ON 16mm P. T. PLYWOOD ON .3Bmm l( 89mm WOOD FRAME WITH BBmm SEMI-RIGID INSULA liON SUPPORTED ON CUT BlOCK COURSING. CLOSE OFF UNDERSIDE WITH 14mm GYPSUM BOARD (TYPE X) II I I I PROVIDE OPENING IN CONCRETE BLOCK WAll FOR fiREPLACE VENT. INSTAlL MASONRY UNITt ABOvE (COOROINA IE WiTH FIRE PLACE) I Xl I WA 90mm BRICK VENEER 25mm AIR SPACE BBmm SE...I RIGID INSULA lION AIR/VAPOUR BARRIER 24Dmm CONeRE TE BLOCK (INTERiOR fiNISH) I I I GRANULAR'S', TYPE ,.~ PLACED IN 300 M'~ UFTS COMPACTED TO 957; 430 . I STANDARD PROCTOR Gh) Section - Partial A314 1:10 I Project Newcastle Library Locotion I 150 King, Ave. Newcastle, Client I Municipality of Clarinqton Drawing Section Details A314 I 1:1 ,I __H. , ; ij__m....._.___---l ...."~-~~ _...:<;::::;:::".._;._._~ . / " _it ..<..........-..-.-.--. ~_.,,~~:J ~-j ~ i'" !L Ii it WINDOW JAMB, AND HEAD LINER. SEE 500 SERIES DRAWINGS , j! - -ii"""I: " " ) .~-,;"....:.~-'1r-_~~~.:JI 1: j ~ ANIT MANT 19mm GRANIn: SlAB 2 LAYERS 13mm Pl YWOO 12mm STEEL PLATE '-'-11 if --')- " " 490 , d , !i iL-_, 1I ' JD f'==1i= I "'fr_JI [j 1" q '. ;' --J F_IU W!I [" '0 -bl' ! --~ II lq -~. 2-89x89mm lOOSE STEEL LINTELS TO SUPPORT CONCRETE BLOCK (CUT BLOCK TO SUIT FIREPLACE OPENING AND MANTLE) lM'>g Room 1140: GAS 'FIRE~ PLACE 'I'i'i"! "Ijqij!i!i\ Jllil!! " 410 '2'40. F M Y Fl 4 FLOOR FINISH (AS PER FINISH SCHEDULE) 150mm POURED CONCRETE FLOOR SlAB mm A VAPOUR BARRIER 200mm COURSE OF 19mm ClEAR STONE (COUPACTEO TO AT LEAST 100X, S.P.D.D) GRANULAR IS TYPE 1 AGGREGA TE TO 20Qmm FROM THE UNDERSIDE Of THE INSULATION. PLACED IN MAXIMUIJ 250mm LOOSE LIFTS. AND COMPACTED TO AT LEAST 90~ S.P.D.O 160 . Shoalts and Zaback Architects Ltd 4 Cotofoqui Street, Suite 206. Kingston. Ontorio. K7K 127 e-mail: moil@Szorch.com tel(613)541-0776 fox(613)541-0804 I Dote March 3, 2008 Supersedes Drawn by File Nome I Superseded By Number 0633-A314 Client Project II Drowin9 Project # 0633 Revision H AD 2-11 Q:Ji 11 r :_ JL_._ _L " If- _ JL _Jr:-- 01____ Jl. L____JL____J --.JI OJ _JI II iLl' I JL---.-JL--.JL_J; DL_ _ IL__ lL .JOe I JI__J -.JL___ DL J! :1 10.. ALUMINUM WlNDOW. TIE AIR I r-- lr--- -- AND VAPOUR BARRIER I .J __ L....----1 MEMBRANE TO fRAME AND r I[ n --;1 ,f! 1, SEAL, FOAM ROPE AND ~-=.':'--_ L L "----' SEALANT BOTH SIDES Of HEAD, i ]1 lr- -- --'^'II-~- j w SILL AND JAMBS. ENSURE THE ! - I . L- gg~~,~~gS~~~SE";,~~ONS ARE I II 11__ --rl Ti '. . ! --11 !I 11-----1' elL' JI II -lLI I. II l~! "I L__L ! III I I I I I 69xB9x6.4mm STEEL UNTEL 8tARING AND MINIMUM 150mm ON CONeR€: TE BLOCK AT EACH END TO SUPPORT WOOD FRAMING. I THROUGH WALL FLASHING (TYPICAL NOTE) I VENT 89xS9x6Amm STEEL LINTEL STARTER STRiP I PRE-FINISHED METAL SOFFIT ON AIR BARRIER, ON 12mm PRESSURE: TREATED PlYVn>OD SECURED TO 38x89mm PRESSURE TREATED WOOD F'RA~ING AND 88mm SEMI RIGID INSULATION ABOVE. I I I I I I I '-.- (J;) Section -- Partial A314 1:10 I Project Newcastle Library Locotion 150 Kina Ave. Newcastle, dN I Living Aoom ~E.~j II ,- re -"J[' l_~ if I: "0 11 - I' Jl JC= , j - II .IL ! , " " " I' ,(. i! ..,J" !I _.lL It _JL.. , H ;' -j[ ...___IL Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206. Kingston, Ontario, K7K 127 e-mail: moilC'szorch.com tel(613)541-0776 fox(6' 3)541-0804 Drown by I Dote March 3, 2008 Supersedes I Superseded By Drawing- Number File Name I Client Municipality of Clarington 0633-A314 Client Project # Drawing Section Details A314 I 1:1 Project 1/ 0633 AD 2-12 Revision # I I P. T. wOOD FRAMING TO SUIT STEEL OUTRIGGERS SEMI-RIGID INSULA nON 1.3mm WOOD SHEATHING AIR/VAPOUR BARRIER PRE-FINISHED METAL fLASHING 76mm x 76mm STEEL DECK ANGLE I I I I PRE-fiNISHED METAL DRIP FLASHING 2-19mm PRESSURE TREATED PLYWOOD BLOCKING I PRE-FINISHED METAl DRIP FLASHING I 90mm BRICK SOmm AIR SPACE AIR/VAPOUR BARRIER 13mm P.T. PLYWOOD SHEATHING 3Bmm x 89mm WOOD STUD AIR SPACE 88mm SEMI-RIGID INSULA liON AIR/VAPOUR BARRIER 190mm CONCRETE BLOCK I I I I I I I R lYPR R ASPHAl T SHINGLES ASPHAl T SATURATED UNDERlAYMENT EAvE AND VALLEY PROTECTION (AT PERIMETERS AND VALLEYS) 13mm PRtSSURE TREATED PLYWOOD 125mm SEMI-RIGID INSULA nON (88mm IN 1 aDmm "2" BARS) 150mm "2" BARS @ 60Qmm O.C:. (100mm "z" BARS @ PERIMETER) VAPOUR RETARDER 16mm fiRE RE:TAROENT ROOF SHEATHING J8mm STEEL DECKING STEEL STRUCTURE {PAINTED) 22mm METAL fURRING CHANNELS 10 400mm O.C. 16mm GYPSUM BOARD (PAINTED) 1350 TO rACE OF STEEL CARRY INSULATION TO ROOF' LEVEL 89 13 523 Cd;;) Section - Partial A314 1:10 I Project Newcastle Library I Location 150 Kina Ave. Newcastle, oN I Client Municipality of Clarington Drawing Section Details A314 I 1:1 i.-i,I,I.liH .'J _ - ii, WALNUT PANEL (4) OF FIREPLAC TO STEEL BEAM REVEAL IN SLOP GYPSUM BOARD AT RIGID FRAME. WALNUT VENEER LJmg Room ~ Shoalts and Zaback Architects Ltd 4 Coloroqui Street. Suite e-mail: moil@Szarch.com Drown by File Nome 206. KinCjston. Ontario, K7K 1Z7 tel(613)541-0776 fox(613)541-0804 I Dole Morch J, 2008 Supersedes I Superseded By Drawing Number 06JJ-AJ14 Client Project # Pro ject fI 0633 AD 2-13 Revision I/- P.T. WOOD BLOCKING TO SUIT STEEL OUTRIGGERS, SEMI-RIGID INSULATION 13mm WOOD SHEATHING AIR/VAPOUR BARRIER PRE -FINISHED METAL FLASHING I I I I I I I I I I I I I I I I I I .,:, ~ 76mm x 76mm STEEL DECK ANGLE AND GALVANIZED STEEL OUTRIGGERS '" "- N PRE -FINISHED METAL DRIP FLASHING 38 2-19mm PRESSURE TREA TED PL YWDOD BLOCKING PRE-FINISHED METAL DRIP FLASHING Gb) Section - Partial A314 1:10 Project Newcastle Library Locotion 150 Kina Ave. Newcastle, oN Client Municipality of C/arington Drawing Section Details A314 STEEL STRUCTURE (PAl 64mm FURRING CHANN 22mm METAL FURRING 16mm GYPSUM BOARD III I! I:. I' iE i H'. I!t !i ""~" '''. '" ./ '" /' ,/ /"". ./ "-" q/ ", " /.// ENSURE CONTINUITY OF REVEAL AT RIGID FRAME. CLOSE OFF 'ENDS' AT FIRE PLACE WALLS (4) WITH WALNUT PANELS TO MA TCH FIREPLACE MANTlE PREFINISHED STEEL FLASHING OVER 50 RIGID INSULATION (TYPICAL REVEAL) A BRICK VE EXTEND BLOCK UP TO ANCHOR TO ROOF STRUCTURE Living Room []Q] [----1 Shoalts and Zaback Architects Ltd 4 Cotoroqui Street, Suite 206. Kingston, Ontorio. K7K 1Z7 e-mail: moil@Szorch.com tel(61.3)541 -0776 fox(613)541-0B04 Drown by I Dote March J. 2008 Supersedes I Superseded By File Nome 06JJ-AJ74 Client Project # Drowinq Number Project Ii 0633 AD 2-14 Revision II I I I I I I I I I I I I I I I I I I I gOO "i , , , 38mm x 89mm WOOD JOIST FRAMING @ 400mm o.c. INSULA TION TO SUIT STEEL OUTRIGGERS. 13mm WOOD SHEATHING PRE-FINISHED METAL FLASHING ;: .', 11" m ", " / v ,/" / //// / / / 76mm x 76mm STEEL :'-. DECK ANGLE \ ~PRE-FINISHED METAL DRIP FLASHING 2-19mm PRESSURE TREA TED PLYWOOD BLOCKING "- ~, '~ " PRE-FINISHED METAL DRIP FLASHING PAIN TED REVEAL TO MATCH TYPICAL REVEAL AT RIGID FRAME EXTERIOR WALL EI (RI8.2) 90mm BRICK VENEER 25mm AIR SPACE 88mm SEMI RIGID INSULATION AIR/VAPOUR BARRIER 190mm CONCRETE BLOCK (INTERIOR FINISH) I @ Section - Partial A314 1:10 Project NeWcastle Library Shoolts and Zabock Architects Ltd 4 Cotoroqui Street, Suite 206. Kingston, Ontario, K7K lZ7 e-mail: moil@Szorch,com tel(613)541-0776 fox(61J)541-0804 Drown by Location 150 Kina Ave. Newcastle, oN I Dote March J. 2008 Supersedes I Superseded By Client Municipality of Clarington File Nome 06JJ-AJI4 Client Project # Drawing Number Drowin9 Section Details A314 Project # 0633 Revision H AD 2-15 1:1 I I I I I I I I I I I I I I I I I I I o 900 \" H' iii '""'-.~ " NOTE: CREATE TYPICAL REVEAL IN SLOPED GYPSUM BOARD CEIUNG AT RIGID FRAME IN FROM OF WINDOWS BEYOND "" " " , " '>/ 30/'" ,/ "'" " "- " , ROOF TYPE R OPED R -A-SPHA~ SHINGLES ASPHA SATURATED UNDERLAYMENT EAVE A D VALLEY PROTECTION (AT PERIMETERS AND VALLEYS) 13mm IPRESSURE TREATED PLYWOOD 125mm I SEMI-RIGID INSULATION (88mm IN 100mm 7' BARS) 150mm "z" BARS @ 600mm o.c. (100mrrl "z" BARS @ PERIMETER) VAPOUR RETARDER 16mm ~'IRE RETARDENT ROOF SHEA TH NG 38mm TEEL DECKING -STEELSTRUCTURE (PAINTED) 22mm METAL FURRING CHANNELS 16mm GYPSUM BOARD (PAINTED) WOOD LATTICE SEE 4/A312 FOR DETAILS Section - Partial 1:10 Project Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206, Kingston. Ontario. K7K lZ7 e-mail; moil@Szorch.com tel(61J)541-0776 fox{613)541-0804- Drown by I Dote March 3, 2008 Supersedes I Superseded By 06JJ-AJI4 Location 150 Kina Ave. Newcastle, oN Client Municipality of Clarington File Nome Clienl Project H Drawing Number Drowing Section Details A314 Project # 0633 I Revision fI AD 2-16 1:1 I I I I I I I I I I I I I I I I I I 11:1 460 !-----~--_......._. , I J L____ 3400mm A F WOOD SDFFI , I I i I 19mm M PLEI VENEER PANELS C/W HA~WobD EDGES ON 19mm S LID iHARDWOOD AT REVEALS CR~V\ TE 2400x250mm POCKET ITHi SOliD TOP AND BLOCKINq WqHIN TO SUPPORT POWER SfREEN BY OTHERS I I I I i 2900mm A F WOOD som L___._.... @ Section - Partial A314 1:10 Project Newcastle Library Shoalts and Zaback Architects Ltd Location 150 Kina Ave. Newcastle, oN -4 Cotoroqui Street. Suite 206. Kingston, Ontario, K7K 1Z7 e-mail: moir@Szorch.com tel(613)541-0776 fox(613)541-0B04 Drown by I Dote March 3, 2008 Supersedes I Superseded By 0633-A314 Client Municipality of Clarington File Nome Client Project /I Drawing Number Drawing Section Details A314 Project # 0633 I Revision # AD 2-1 7 R OF TYPE R2 S P ASPHAL T SHINGLES ASPHAL T SA TURA TED UNDERLA YMENT EAVE AND VALLEY PROTECTION (AT PERIMETERS AND VALLEYS) 13mm PRESSURE TREATED PLYWOOD 125mm SEMI-RIGID INSULATION (88mm IN 100mm "z" BARS) 150mm "z" BARS @ 600mm O.C. (100mm "Z" BARS @ PERIMETER) VAPOUR RETARDER (PEEL & STICK MEMBRANE) 16mm FIRE RETARDENT ROOF SHEATHING 38mm STEEL DECKING STEEL STRUCTURE (PAINTED) 22mm METAL FURRING CHANNELS 16mm GYPSUM BOARD (PAINTED) I I I I I I I I I I I I I I I I I I I CONTINUOUS STEEL ANGLE TO SUPPORT HEAD OF WINDOW 270 PRE-FINISHED METAL DRIP FLASHING ALUMINUM CURTAIN WALL EXTEND A/V BARRIER MEMBRANE INTO GLAZING REGLET AND PROVIDE CONTINUOUS SEAL FOAM ROPE AND SEALANT BOTH SIDES OF HEAD. SILL AND JAMBS. EXTEND VERTICAL MEMBER TO ANCHOR POINT ABOVE (REMOVE TONGUE ABOVE TOP CAP). FILL ALL VOIDS WITH SPRAY FOAM INSULA TION. INSTALL PAITNED GYPSUM BOARD TO THE BACK OF WOOD FRAMING ABOVE WINDOW Section - Partial 1:10 Project Newcastle Library 76mm x 76mm STEEL DECK ANGLE AND GALVANIZED STEEL OUTRIGGERS 2-19mm PRESSURE TREA TED PLYWOOD BLOCKING r-PRE-FINISHED STEEL / DRIP FLASHING ROOF OVERHANG SIMILAR TO ROOF TYPE R2 (NO FURRING AND GYPSUM BOARD) 13mm PRESSURE TREA TED PLYWOOD ON WOOD BLOCKING (TO SUIT STEEL OUTRIGGERS) AIR VAPOUR MEMBRANE PRE-FINISHED STEEL FLASHING Shoalts and Zaback Architects Ltd 4 CotoroQui Street, Suite 206. Kingston, Ontario. K7K lZ7 e-mail: moil@S;::orch.com tel(613)541-0776 fO)l;(613)541-0804 Drown by I Dote Morch J; 2008 Supersedes I Superseded By Drawing Number Locotion 150 Kina Ave. Newcastle. oN File Nome Client Municipality of Clarington 0533-A314 CHen t Pro ject # Drowin9 Section Details A314 Project II 0633 Revision JJ 1:1 AD 2-18 I I I I I I I I I I I I I I I I I I I 7:7 1705 200 1610 ~-------- /' -~ ( 200 1 GAS 02 m-riREPLAct==r---m----r--mmmm-m--m gOO 000; _ ,,:;Iq 0-0 I _ I 0 ,_. BRICK VENEER WALL 01 ' ----:-- - -.---/ . 1 I 1 I 1705 200 190 190 190 , I "- ,~ --------- 5990 OPENING IN 190nom CONCRETE I BLOCK WALL WlTt-NAASONRY LINTEL ~ ABOVE FOR FIRE PLIref-vE1\tf-------' ROUTING (COORDINATE WITH FIREPLACE Gb) Plan - Partial A364 1 :25 Project Newcastle Library Shoo Its and Zoback Architects Ltd 4 ColoroQui Street, Suite 206, Kingston. Onterio, K7K 127 e-mail: moi1~zorch.com ler(613)541-0776 fo)((613)541-0804 Drown by I Dote March 3, 2008 1 Supersedes I Superseded By Drawing Number Location 150 Kina Ave. Newcastle, 01v Client Municipality of Clarington file Nome 0633-A364 Client Project 1/ Drowing Plan Details A364 I Revision # AD 2-19 Pro jed # 0633 I I I I I I I I I I I I I I I I I I I - - - - __ - - __ - - ___ - - r= ~_~~~_~: ~~ _ _ _ - _ - --. 9600... llRIQl: Vi:;NE(R 10rn1nAlRSPAa: lllOmmCONCRtI'(BlOCX PMCElNN STONE III,,( 1)1,1 16m... aNENT B04IlO0Irl64mtnsrrEl 51UOSSECUR[O:lC~ toNCRElt:IlI.OClC I 96P1196Q~/)9'9) b90 "9/90 g .. 0"'00 ~ // / /1 I ).- . 1 1/ .,," ; I /' / /' // ,,/ r ~ / // ~ -~B/ .... - / / /. - .~ I ~ / / H / / /1/ I- / / I" / 1/ I -----.J / (/ / ... " / L,......~k.l~ BU'" 'UU., "'lil~J;.~Y ~o~~r. Il(()ON / -- - -'-r1 Il[OU.RE.;(;rs. _::=~A~~ 1/1 , 'IlIAllCAPON ,- tlIT1EROll(SC[A200) AIlOPCMER YENT -l -~ / 190UASCJloIlh'OtfI[L / 1lt00000lIIITHI-10lll 8J\ll AT sonOll ,.....) " / / ~- / 19On\ttl COtdUE 1ltOO(- / / / " / / ]/..: :": :<0' /~' //0/0' / //~Ol/ / 1/ - / / / /' /./ / / // ,/ / ,,'-"7 -j/ ,. /'H,I i I ;': i I Iii! 1'1 il1itil Mil 111\ i iPI.11tlil Ii ilrl :n :,'.,..'!....I.....,~...!,i,' "Hil ~i in lililif1I:111li 'Hilmi! Iii tti.iljr" il:!ill':1 !Iii il:!,ii I liillll!1 I li ! !d! ill d,!l'll!!H!Hlj_Uliiiif,l!l j~ '-:-."'" i~i!!!1(H;!i'P!irjtl'!iHILiUllliUil!I!li" li':!i,!I!i]; :'!iliW!:j' )'llbP 0i1'9:691IW/91~9'9 ~ '9 jl <xw110Q,q9QdJI c)q~ @ Plan - Partial A3S4 1:10 9CWIMImIClt'd:N[Dl 2~AIRsPAC( 83m'" SE:o,Il RttllO N$VV.llOll M1JVAf'O.JQ BARRlE-R 2lOrnmCIJOtCR(1t8100c Project Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206. Kingston. Ontario, K7K lZ7 e-mail; moilOszorch.com tel(613)541-0776 fO:l<(613)541-0804 Drown by I Dote March J, 2008 Supersedes I Superseded By Location 150 Kina Ave. Newcastle, oN Client Municipality of Clarington File Nome 0633-A364 Client Project # Drawing Number Drawing Plan Details A364 I Revision fJ AD 2-20 Project # 0633 1;1 I I I I I I I I I I I I I I I I I I I '" Ar- if' 'I '" ! PAINTED; ,GYPSUM BOARD POCKET @ BEAM, dARRY, UP TO DECK ABc?YE ~! [I ! PAINTED! ,sTEh BEAM I i , , I I PAINTEDI,GYPSUM BOARD ilER I 150 150 Building Section - Partial 1:25 PAINTED GYPSUM BOARD TO BACK OF STEEL STUDS (COPE TO BEAM) PAINTED GYPSUM BOARD ON 92mm STEEL STUDS PAINTED STEEL BEAM SECTION 'A' (1 : 10) Pro ject Newcastle Library Shoalts and Zaback Architects Ltd 4 Cotoroqui Street. Suite 206. King-ston, Ontario, K7K 127 e-mail: mail@Szorch.com tel(61J)541-0776 fox(613)541-0B04 Drown by I Oole March 3, 2008 Supersedes I Superseded By Location 150 Kina Ave. Newcastfe. cfN Client Municipality of Clarington Drowing Building Section 2/A302 at Children sHouse 1:1 File Nome A 302 Client Project II Drawing Number Project {I 0633 Re....ision # AD 2-21 1------ 1---- u_ - -- - - --- --Il-)=---~~- ______~____ __ ______~~_______ __~ _ _ DRAlNAG( SWALE I/." ------ i.~ I" 'I' I I I I ' ()j, f CURB' , ' I : I : CUT I j ! CURS I ; i II I I CURB) L I, I cur, , 'CUT I I . cuRe ! cu,! I &" ,0 ~8' ,., 1\ o..eJg'O- ~ ..$> tt,") 1 c' ~ &' ~8' I ASPHALT PAVlNC 57-402 I I I I I I I I I I .'000 ~27SO rvrJ2750 T'I'P':~750 TY?:t750 T~' <000 4125 4125 750r'tP d11 gv- 1200 """'"u c~ ~'O- ~ IJilI 12000mm MoIIXllollJM I IJilI t.,lgTR Site Plan - Partial N.T.S. I' ,coo,::. Shoalts and Zaback Architects Ltd Newcastle Library :.,.,..,.,. -:,:i:-, i'_.l I 150 Kina Ave. Newcastle. oN March J, 2008 I " M~nicipality of Clarington I:. 06JJ-AOI0 -,-..,." Site Plan A010 '1:1 0633 AD 2-22 I I I I I I I I I I I I I I I I I I I 11 ~ '1 I! 300x~OO r1 " II ,11I1",ill I 11 IIII! I :~ Ii 111,11, r:ln'fo! m~lrfi;nfFlIll- V - -~C><' -/1-;:1 illl II, II"~ " , I II Mi! 1+" I /'~~1-1 ;,poi~ t - . lip ':: 'I 8 / lil:I': ill126J ^nl!~i; I A~H_'-! II!I I / Ii !ill IT,! I Yl- - - -1 ~I~"I! Ii i Ii ~ ~~'-:12,,- _ _'~ t~ I ~ IJ 1= I:! I ~ii "'1 iE' ! ~ T ,,</c'-,;i _," , 1=' /, v ~ I" :~ ~mA FFltj' - .L JL, ,I, _ ' !' j-, Il ~ i --- i I I i ~ T 'f '--:: I I, [J' ::~, -< -""",,, 100 A 610/250 (TYP, OF 4) = '" I IF ~ii =; I M I ' ,I ~~n II I (.... ~ I I- i, ~ , II: I I 11;s(1 I I , I ' , ,I I i I' . I , I i , II I , , i I II ; I~ III " -@ Partial Floor Plan 1,50 Projed Newcastle Library location 150 Kina Street Newcastle, ontario, LIB IH5 Client Municipality of Clarington Drowing Revised HVAC Room 132 , II /11 ~:,.i '1 'I ~ I /~ Children's House 132 II I' 'i ~ ~ I I ~I,i ~q r ~ II " " !, I If II " 'II I' il I ;s( o IfJ )( o -g II ,:r-- IE -,- ! !l " , Ii i II !I 300x3hn .!l ~ )i r " Ir~ i-t -r -'I""fl=r-----r-!" -==;r,-* .!J-" ~-:;- (..... ~ II/II ,I , I , , ~i r ~ /11 I I ~Ii II II II Shoalts and Zaback Architects Ltd 4 Catoroqui Street, Suite 206, Kingston, Onterio. K7K 1Z7 e-mail: moi1@Szarch.com teJ(613)541-0776 fox(613)541-0804 Drown by I Date M.OR Feb, 29, 2008 File Nome I Supersedes I Superseded 8y 0702-MECH Client Project # Drowing Number #(:L2008-7 po~~J I Rt;on # SK - 1 I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd. March 7, 2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.3 The following items are part of the Contract Documents and are to be included in the Base Bid. The Bid Documents are revised as follows: Item Dwg. No. Specification Revis ions/C larification/ Add ilional No. Reference Reference Information/Remarks Addendum #2 Delete: Remarks Item #12 Add: Detail 3 and 3a on Drawing A302 as per Sketch AD2-21 issued with Addendum #2. Add: Note: These details occur near Grid Lines 6/D and 61E. (Two locations only). Addendum #2 Drawing Reference Sketch AD 2-6 Delete: 1/A300, Building Section - Partial, 1:10 Add: 5/A303, Section Detail, 1:10 Addendum #2 Detail References Sketch AD 2-6 Delete: Section indicator 'B' Add: Section indicator '3/A303' Delete: Section indicator 'C' Add: Section indicator '7IA303' Delete: Section indicator '0' Add: Section indicator '6IA303' Addendum #2 Drawing Reference Sketch AD 2-7 Delete: 1/A300, Floor Plan - Partial, 1:10 Add: 6/A303, Section Detail - Horizontal at Bulkhead, 1 :10 Addendum #2 Drawing Reference Sketch AD 2-8 Delete: 11A300, Section - Partial, 1:10 Add: 71A303, Section Detail- Ceiling, 1:10 Addendum #2 Drawing Reference Sketch AD 2-9 Delete: 31A303, Section - Partial, 1: 1 0 Add: BIA303, Elevation - Partial, 1:10 Addendum #2 Detail References Sketch AD 2-9 Delete: Section indicator 'A' Add: Section indicator '5/A303' Delete: Section indicator' D' Add: Section indicator '6IA303' Page 1 of 4 Gerald Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K lZ7 Associares: . Susan Croswell . Eric Riddell . Todd Storms e-mail: mail@szarch.com Tel: (613) 541 0776 Fax: (613) 541 0804 I I I I I I I I I I I I I I I I I I I Addendum No.3 Newcastle Branch Library March 7, 2008 Item No. Dwg. No. Reference Specification Reference I Revisions/Clarification/Additional I Information/Remarks Section 05411 Delete: 2.1.7 - "Exterior Sheathing: Dens-glass Gold Wind Loading Sheathing by Georgia Pacific. Ihickness 16mm, Bearing Steel Type X where indicated." Studs Add: 2.1.7 - "Exlerior Sheathing: Dens-glass Gold Sheathing by Georgia Pacific or 'GlasRoc' Brand High Performance Exterior sheathing, by CertainTeed Gypsum, Canada Inc. , thickness 16mm, Type X where indicated." 04150 Clarification: Masonry Note: The requirements of this section apply to all Accessories masonry walls including the interior non-load bearing masonry walls. (For example, but not limited to, 3.6 masonry Ties, all interior masonry walls with masonry veneer are to restrained with ties 10 meet or exceed this Section.) 04160 Clarification: Masonry Note: The requirements of this section apply to all Reinforcing and masonry walls including the interior non-load Connectors bearing masonry walls. (For example, but not limited to, 3.1 Horizontal reinforcing, all interior masonry walls are to be reinforced to meet or exceed this Section.) 04160 & 05500 Clarification: Masonry Note: All masonry walls (exterior and interior) are to Reinforcing and be laterally supported at the top. Support as Connectors & per Structural details (S series Drawings) and Miscellaneous Typical Detail Sheet 'C' Lateral Support at Top Metals of Masonry Walls & Partitions (attached). (See attached Sketch 'C') 04220 Add: 2.1.1.4 "Standard concrete masonry units Concrete Unit may be used where not exposed to view Masonry (example behind gypsum board and tile finishes) and in Service Room 105, Mechanical / Electrical Room 121 and It Closet 122. 04220 Delete: 3.1.1 Concrete Unit Add: 3.1.1 - "Bond: running bond for all standard Masonry concrete masonry (where not exposed to view and in specified rooms): stack bond for all exposed ashlar block. I I .. Page 2 of 4 S:\A1I Data\2:006 Projects\0633 - NewGI.~tJe Branch librilry, l>lunicipality of C1arington\Contract Administratiorl\Addendum\Re-tender\ADDENOUM NO. 3\Addendum No_ 3.doc I I I I I I I I I I I I I I I I I I I Addendum No.3 Newcastle Branch Library March 7, 2008 Item Dwg. No. Specification Revi sions/C I arification/ Ad ditio nal I No. Reference Reference Information/Remarks 06400 Add: 2.1.3.4 - "Walnut where shown." Architectural Add: 2.1.3.5 - "Poplar where shown: Woodwork Add: 2.1.3.6 - "Where species of hardwood is not shown it shall be Maple." Add: 2.1.3.7 - "If hardwood edging is shown the species shall match the face if wood. otherwise it shall be Maple." Add: 2.5 - "Note: Use walnut veneer and edging where shown: 08520 Add: To end of 2.1.15.2 - "To be used where Aluminum drawings show structural silicone butt joint." Windows and Curtainwall A010 Site Plan General Notes: Delete: 17. Delete: 18. Add: 17. - "Reserved." Add: 18. - "Reserved." A312 and A314 Detail 6/A312 and Detail 6/A314 Add: Install spacer between wood trellis members and cap flashing below. Cap flashings are not to be cut at intersection." A313 Detail 4/A313 - to underside of canopy Add: "Pre-finished metal soffit by Section 07620." A501 Drawing References Change the following detail references In Detail Old Reference New Reference 7/A501 8/502 x 2 8/501 x 2 7/A501 9/502 9/501 7/A501 10/502 10/501 7/A501 11/502 11/501 7/A501 12/502 12/501 9/A501 I 11/502 11/501 9/A501 12/502 12/501 9/A501 21/502 x 2 21/501 x 2 ! 10/A501 11/502 11/501 10/A501 12/502 12/501 A501 Information Point 129 - Detail 9/A501 Delete: Note "16mm maple veneer plywood both sides of retractable skirt pocket." Add: Note "16mm walnut veneer plywood both sides of retractable skirt pocket." i I - I Page 3 of 4 S:\AII Data\2n06 Projects\D633 Newcastle Branch Ubrary, Municipality of Clar~9ton\Contract Administration\Addendum\Re-tender\ADDENDUr"l ND. 3\Addendum NO, 3.doc I I I I I I I I I I I I I I I I I I I Addendum No.3 Newcastle Branch Library March 7, 2008 Item No, Dwg. No. I Reference Specification Reference Revi sio ns/C larifica tion/ Ad d itio nal Information/Remarks I A501 Information Point 129 - Detail 11/A501 Delete: Note "2 layers 16mm maple veneer plywood w/ blocking for skirt pocket refer to 21/501." Add: Note "2 layers 16mm veneer plywood (walnut on public side, maple on staff side) wi blocking for skirt pocket refer to 21/501." A501 Mobile Book Drop - Details 18 and 20/A501 Delete: Note "19mm maple veneer plywood cabinet wi all exposed edges finished w/ solid hardwood," Add: Note "19mm walnut veneer plywood cabinet wi all exposed edges finished wi solid hardwood." A501 Mobile Book Drop - Detail 19/A501 Delete: Note" 19mm maple veneer plywood cabinet wi all exposed edges finished wi solid hardwood on continuous wood frame." Add: Note "19mm walnut veneer plywood cabinet wi all exposed edges finished wi solid hardwood on continuous wood frame." M1, M2 and M3 Division 15000 Mechanical and Electrical Addendum E1, E2 and E3 Division 16000 (See 1 page attached) END OF ADDENDUM NO.3 Page 4 of 4 5:\A1i Data\2llD5 Projects\W33 - Newcastle BranCh Library, Municipality of Clilrinyton\Contract Administration\Addem1um\Re-te!1der\ADDENDUM NO. 3\Addendum No 3.doc I I I I I I I I I I I I I I I I I I I LATERAL SUPPORT AT TOP OF MASONRY WALLS & PARTITIONS C 25mm GAP FlLLW WITH COMPRESSIBLE MA TERIAL I' ______f!:)~O ~('~ t.".. ~ f?~ 25mm GAP FlLLW WITH COMPRESSIBLE MA TERIAL CLIP FABRICATED FROM 12 GA. f' OR USE MANUFACTURED EQUIVALENT. '. ,I , T ," l ANCHOR TO SLAB w/ 2-8~ EXP. ANCHORS WALL/PARTITION TO METAL DECK ANCHORAGE TO REINF. CONC. SLAB PROVIDE CLIPS FOR BLOCK orO" TIES @ 400 e/e WELOW I j TO WEB OF BEAM . PARTITION TO BEAM NOTES: 1. PROVIDE TOP LA TERAL SUPPORTS FOR ALL MASONRY WALLS WHEN SPACING BETWEEN RETURN WALLS EXCEEDS 20t FOR EXTERIOR WALLS, AND 36t FOR INTERIOR PARTITIONS. 2. SPACING OF LA TERAL SUPPORTS SHALL NOT EXCEED 2000 c/e (6'-6"). "' "- "' "- OJ m I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #Cl2008.7 Mechanical & Electrical Addendum NO.2 Page 1 of 1 7 March 2008 Issued by: Atira Engineering 141A Hickson Avenue Kingston, Ontario K7K 2N7 I (613) 548-7440 Fax: 548-3793 I I I This addendum forms part of the Tender Documents and amends the original specifications, drawings, schedules and details dated February 11, 2008 This addendum contains the following: 1 typed page(s) MECHANICAL: M 1 There are no mechanical items in this addendum. I ELECTRICAL: I E 1 Drawing E-1: I 1.1 Refer to the Light Fixture Schedule: 1.1.1 The Horizon II 05B by Metalumen is an approved equal for fixture type A. The Metalumen part number for this fixture is 05B C R# U J 4 W 6 A. I 1.1.2 The Thomas Lighting Capri Track is an approved equal for fixture type D. The Thomas Lighting Part Number for the track is CT# and the part number for the track heads is CT6538-CG25W. I 1.1.3 The Gardco Lighting Gullwing is an approved equal for fixture type L. The Gardco Lighting part number is G18 # 250PSMH 120 PTF4. I END OF MECHANICAL & ELECTRICAL ADDENDUM NO.1 I I I I I I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd. March 10,2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.4 The following items are part of the Contract Documents and are to be included in the Base Bid. The Bid Documents are revised as follows: Item Dwg. No. Specification Revisions/C larification/ Additional No. Reference Reference Information/Remarks 1 00100 Bid Closing: Instructions to The bid closing remains to be on Thursday, Bidders March 13, 2008 at 2:00 p.m. 2 07520 Add Section 07520 to Specification: TPO Roofing TPO roofing in accordance with the attached Specification Section 07520 is an acceptable alternative to two-ply modified bitumen roofing. One system must be used (either two-ply modified bitumen or TPO at the Contractor's choice) for the project. Mixing the two systems is not permitted. 3 07620 Revision: Metal Flashing Flashings and fascias are changed to 24 gauge. and Trim 4 A100 Clarification: Location of Ashlar or Horizontally Scored Floor Plan 190 Blocks (as well as These blocks are used in all areas of exposed blocks. various detail This includes Room 118, 116, 115, 114 and 113, as drawings) well as all public areas of the Library. Regu lar blocks may be used in Rooms 105,121 and 122. 5 A110 Clarification: Roof Plan Where 100 mm of insulation is shown, it may be (as well as installed as one layer. various detail drawings) END OF ADDENDUM NO.4 Page 1 of 1 Gerald Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K IZl Associates: . Susan Croswell . Eric Riddell . Todd Storms ~mail: mail@szarch.com Tel: (613) 541 0776 Fax: (613) 541 0804 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 TPO Roofing (Accepted Alternative to Plywood Bit. Roofing) Section 07520 Page 1 March 10,2008 ADDENDUM NO.4 PART 1 - GENERAL 1.1 Generai 1.2 Descri ption 1.3 Qualitv Assurance 1.4 Submittals .1 Conform to Sections of Division 1 as applicable. .1 The complete roofing systems consists in part of mechanically- fastened roofing system incorporating 10' or 8' wide, white, .045" thick scrim-reinforced thermoplastic polyolefin (TPO) membrane. Insulation is mechanically fastened to the roof deck. Perimeter sheets, white (5' or 4' wide respectively), are installed along the building edges and field membrane sheets are mechanically fastened to the roof deck with the appropriate fasteners and fastening plates. Adjoining sheets of membrane are overlapped and joined together with a minimum 1-113" wide hot air weld. The entire system is installed to the manufacturer's printed instructions. .1 This roofing system must be installed by an Authorized Roofing Applicator of roofing material manufacturer in compliance with Shop Drawings as approved by the manufacturer. .2 Upon completion of the installation, arrange an inspection by a Technical Representative of the roofing material manufacturer to ascertain that the membrane roofing system has been manufactured and installed according to published specifications and details applicable at the time of Bid. Submit a copy of this report prior to final draw for this Section. .3 Independent Inspection .1 The Owner's inspection and testing company will inspect the roofing installation. The costs of this testing will be paid for by the Owner. .2 A minimum of five (5) working days before the start of roofing installation, arrange a meeting with: .1 Manufacturer's Representative .2 Inspection and Testing Company .3 Roofing Sub-Contractor .4 Architect. .1 Submit Shop Drawings of entire roofing system including tapered insulation in accordance with Section 01001. .2 Include with the first submission a written statement that: .1 The roofing sub-contractor is an approved installer for the roofing system to be installed. .2 The Shop Drawings have been reviewed and approved by the manufacturer of the TPO Roofing Material. .3 The Shop Drawings are to include cut sheets of all materials and details for all project conditions. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 TPO Roofing (Accepted Alternative to Plywood Bit. Roofing) Section 07520 Page 2 March 10, 2008 ADDENDUM NO.4 1.5 Product Delivery, Storaqe and Handlinq PART 2 PRODUCTS 2.1 General 2.2 Membrane .1 Deliver materials to the job site in the original, unopened containers labeled with the manufacturer's name, brand name and installation instructions. .2 Store TPO membrane in the original undisturbed plastic wrap. .3 Do not store on site when temperatures exceed gOoF. Temperatures above gOOF may affect shelf life of curable materials (I.e. adhesives and sealants). .4 When liquid adhesives and sealants are exposed to lower temperatures, restore to a minimum of 600F before use. .5 Do not store adhesive containers with opened lids due to the loss of solvent which will occur from flash off. .6 Insulation and underlayment must be stored so it is kept dry and is protected from the elements. Store insulation on a skid and completely cover with a breathable material such as tarp or canvas. Insulation must be weighted to prevent possible wind damage. .1 The components of this roofing system are to be products of one of the following manufacturers. All components must be from one manufacturer. Mixing of components from several is not permitted. Materials from other services such as insulation must be certified as compatible by prime manufacturer. .1 Carlisle .2 Firestone .3 Lexcan. .2 Each of the above systems must have energy star approval from the Energy Star Roof Products Program of the NRCA. Submit proof of this approval with Shop Drawings. .1 White .045" thick reinforced Thermoplastic Polyolefin (TPO) membrane. .2 Field membrane sheets are 10' or 8' wide by 100' long based on project conditions. .3 Perimeter sheets are 5' wide (used with 10' field sheets) or 4' wide (used with 8' field sheets). I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 TPO Roofing (Accepted Alternative to Plywood Bit. Roofing) Section 07520 Page 3 March 10, 2008 ADDENDUM NO.4 2.3 Related Materials 2.4 Vaoour Retarder 2.5 Roof Sheathina 2.6 Insulation PART 3 - EXECUTION 3.1 General .1 Supply and install all required related materials from manufacturer's standard products: .1 Reinforced Flashing .2 Bonding Adhesive .3 Cut Edge Sealant .4 Water Cut-Off Mastic .5 Sealant .6 Splicing Cement .7 Membrane Cleaner .8 Pre-Molded Inside/Outside Corners .9 Pipe Flashings .10 Sealant Pockets. .1 Base Sheet Vapour Retarder: To CGSB 37-GP-56M SBS elastomeric polymer prefabricated sheet, glass reinforcement, weighing 100 g/m2. Sopraseal Stick 1100 by Soprema or equivalent. .1 Thickness as shown. Exterior Grade Gypsum Sheathing: Sheetrock Gypsum Sheathing Panels by CGC or equivalent. .1 Polyisocyanurate Insulation .1 Two (2) layers 50 mm, total thickness 100 mm. .2 Insulating Fiberboard .1 To CAN/CSA-A247, Type 1 Roof Board, surface coated. .2 Tapered fiberboard insulation where tapered insulation is shown. .3 Spray Foam Insulation .1 CFC free polyurethane foam as manufactured by Inslafoam, Hilti or approved equal. .1 Install system in accordance with reviewed Shop Drawings and manufacturer's printed instructions. .2 Begin the application at the highest point of the highest roof level and work to the lowest point to prevent moisture infiltration and to minimize construction traffic on completed sections. This will include completion of all flashings, terminations and daily seals. .3 Follow criteria and procedures in the manufacturer's printed instructions to prepare the roof deck prior to the application of the new roofing system. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington SZA Project No. 0633 Tender #CL2008-7 TPO Roofing (Accepted Alternative to Plywood Bit. Roofing) Section 07520 Page 4 March 10, 2008 ADDENDUM NO.4 3.2 Roof Deck Criteria 3.3 Substrate Preparation 3.4 Installation .1 Examine roof deck before start of Work. .2 Defects in the roof deck must be reported and documented to the Consultant, inspector and testing company, manufacturer's representative and General Contractor for assessment. Do not proceed with installation unless defects are corrected. Start of Work indicates acceptance of the deck. .3 Decks and the Applicable Fasteners .1 Use manufacturer's recommendations for the deck types present on the job. .2 Steel Deck .1 Fasteners plates with a minimum pullout of 500 pounds per fastener. .1 Substrate must be even without noticeable high spots or depressions, and must be free of accumulated water, ice or snow. .2 Clear the substrate of debris and foreign material. Fresh bitumen based roof cement must be approved or concealed. .1 Roof Sheathing .1 Mechanically fasten with screws 400 mm oc in each direction. .2 Install to OBC and ULC requirements. .3 For steel deck install sheathing with long axis of each sheet transverse to steel ribs with end joint staggered and fully supported on ribs. .2 Vapour Retarder .1 Install modified bitumen vapour retarder sheet. .2 Install to manufacturer's printed instructions. .3 Tapered Insulation Application .1 Adhere first layer of fiberboard insulation to felt vapour retarder. Adhere fiberboard to top layer of insulation. .2 Install tapered insulation in accordance with review Shop Drawings. Stagger joints between layers minimum 150 mm. .4 Insulation Attachment .1 Insulation shall be mechanically fastened to the roof deck as follows: .1 A minimum of 6 fasteners and plates per 4' x 8' board are required. .2 Insulation boards: 4' x 5', must be fastened at the minimum rate of 1 fastener and plate every 4 square feet. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Ciarington SZA Project No. 0633 Tender #CL2008-7 TPO Roofing (Accepted Alternative to Plywood Bit. Roofing) Section 07520 Page 5 March 10, 2008 ADDENDUM NO.4 .2 Plates, Seam Fastening Plates (2" diameter) or Insulation Fastening Plates (3" diameter) must be used with appropriate Fastener for insulation attachment. .5 Membrane Placement, Attachment and Hot Air Welding .1 A minimum of one perimeter sheet shall be installed at edges of each roof level and either 10' or 8' wide membrane shall be installed in the field of the roof. .2 Membrane sheets shall be mechanically fastened with the appropriate Fastener/Fastening Plate spaced 6" to 12" on center, depending on project criteria, within the membrane splice. Refer to the "Design Criteria" section for required number of perimeter membrane sheets and fastener spacing. .3 Overlap adjacent membrane sheets approximately 5- 1/2" at those locations where Flashing Plates are located (along length of the membrane) and a minimum of 2" at end roll sections (width of the membrane). .4 Hot air weld the membrane sheets a minimum of 1-1/2" with an Automatic Hot Air Welding Machine. .5 Membrane that has been exposed to the elements for approximately seven (7) days must be prepared with Membrane Cleaner. Wipe the surface where Membrane Cleaner has been applied with a clean, dry Splice Wipe or other white rag to remove cleaner residue prior to hot air welding. .6 Additional Membrane Securement .1 The membrane must be secured at the perimeter of each roof level, roof section, expansion joint, curb, skylight, interior wall, penthouse, etc., at any angle change which exceeds 2" in one horizontal foot and at all other penetrations in accordance with details published by manufacturer. .7 Membrane Flashing .1 Flash all walls and curbs with reinforced membrane. Non-reinforced membrane shall be limited to inside and outside corners, field fabricated pipe seals, scuppers and Sealant Pockets where the use of premolded accessories are not practical. Terminate the flashing in accordance with an appropriate manufacturer's termination detail. .8 Other Related Work .1 Copings, counter flashings and other metal work by 07620 shall be fastened to prevent metal from pulling free or buckling and sealed to prevent moisture from entering the roofing system or building. .2 Install pipe flashings, vent stacks and sealant pockets as required. Refer to Mechanical and Electrical Drawings for extent. Install to manufacturer's printed instructions. I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd. March 11, 2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.5 The following items are part of the Contract Documents and are to be included in the Base Bid. This Addendum is for clarification only and does not revised the Bid Documents. Item No. Dwg. No. Reference Specification Reference Revisions/Clarification/Additional Information/Remarks 1 A501 Question: Is the Mobile Book Drop shown in details 17, 18, 19 and 20 on A501 (not shown on the floor plan) included in the contract? Clarification: Yes, one (1) Mobile Book Drop is inciuded in the Contract. It is not shown on the fioor plan as it is mobile but will primarily be located beside Service Point 128. END OF ADDENDUM NO.5 Page 1 of 1 Gerald Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K lZ7 Associates: . Susan Croswell . Eric Riddell . Toed Storms e-mail: mail@szarch.com Tel: (613) 541 0776 Fax: (613) 541 0804 I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd. March 12, 2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.6 The following items are part of the Contract Documents and are to be included in the Base Bid. The Bid Documents are revised as follows: Item Dwg. No. Specification Revisions/C larification/ Additional No. Reference Reference Information/Remarks 1 00100 Bid Closing: Instructions to The bid closing remains to be on Thursday, Bidders March 13,2008 at 2:00 p.m. 2 A400,A600 09310 Question: What is the wall tile finish? Specs say Mosaic Ceramic mosaic tile. Room finish says PST. Tile Clarification: Drawing A400 shows Mosaic Ceramic Tile. This is what is required. Specification Section 09310 specifies the tile type. Drawing A600 - Finish Schedule - Room 104, 107, 108,109 and 117 Delete: Base and Wall Finish - "PST" Add: Base and Wall Finish - "CT" Delete: Reference to "PST" in remarks. Add: Reference to "CT" in remarks (in place of former PST). 3 A101, A600 Question: Rooms 111 & 112 show Lino. Room finish shows PST? Clarification: This item was addressed in Addendum #2 - Items 17, 18 and 19. The floor finish of 111 and 112 were changed to Lino. 4 A600 Question: Room 118 floor finish is Cone. Seal - Base to be PST. Is this right? Clarification: The floor finish was changed in Addendum #1 - Item 54 from "SEAL" to "PST". Drawing A600 - Finish Schedule - Room 118 Delete: Base "PST" END OF ADDENDUM NO.6 Page 1 of 1 Geraid Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K IZl Associates: . Susan Croswell . Eric Riddell . Todd Storms e-mail: mail@szarch.com Tel: (613) 541 0776 Fax: (613) 5410804 I I I I I I I I I I I I I I I I I I I Shoalts and Zaback Architects Ltd. March 12, 2008 Newcastle Branch Library The Corporation of the Municipality of Clarington Project No. 0633 Addendum No.7 The following items are part of the Contract Documents and are to be included in the Base Bid. The Bid Documents are revised as follows: Item Dwg. No. Specification Revisions/Clarification/Additional No. Reference Reference Information/Remarks 1 00100 Bid Closing: Instructions to The bid closing remains to be on Thursday, Bidders March 13,2008 at 2:00 p.m. 2 10000 Delete: Model number"B-10-10" from 2.1.2.1. Man ufactu red Delete: Phone number "905-862-4287" from 2.1.2.1. Specialties Add: Model number "B-10-H" to 2.1.2.1. (in place of number deleted above). Add: Phone number "905-822-4287" to 2.1.2.1. (in place of number deleted above). 3 M1, M2 and M3 Division 15000 Mechanical and Electrical Addendum No.3 E1, E2 and E3 Division 16000 (See 1 page attached) 4 M2 Detail 2/M2 Add: 25mm by-pass line around the water meter. END OF ADDENDUM NO.7 Page 1 of 1 Gerald Shoalts . Raymond Zaback 4 Cataraqui Street, Suite 206, Kingston, Ontario K7K IZ7 Associates: . Susan Croswell . Eric Riddell . Todd Storms e-mail: mail@szarch.com Tel: (613) 541 0776 Fax: (613) 541 0804 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Mechanical & Electrical Addendum No.3 Page 1 of 1 12 March 2008 Issued by: Atira Engineering 141A Hickson Avenue Kingston, Ontario K7K 2N7 (613) 548-7440 Fax: 548-3793 This addendum forms part of the Tender Documents and amends the original specifications, drawings, schedules and details dated February 11, 2008 This addendum contains the following: 1 typed page(s) MECHANICAL: M 1 There are no mechanical items in this addendum. ELECTRICAL: E 1 Drawing E-1: 1.1 Refer to the Light Fixture Schedule: 1.1.1 The Rubato by Thomas Day-Brite is an approved equal for fixture type A. The Thomas part number for this fixture is ROSO 1 C354HO-#-120=CC-CM. 1.1.2 The MPAC by Thomas Day-Brite is an approved equal for fixture type G. The Thomas Lighting part number is VMA N 2 32 W P 120 1/2. 1.1.3 The 8UC by Thomas Day-Brite is an approved equal for fixture type K. The Thomas Lighting part number is 8 UCC 1 17 - S - 120 RS. 1.1.4 The VIGIL by Thomas Day-Brite is an approved equal for fixture type N. The Thomas Lighting part number is VR W 50 M DT - E. 1.2 In clarification, ballasts for all accepted equals shall be as noted in the fixture schedule. END OF MECHANICAL & ELECTRICAL ADDENDUM No.1 ~I I I I I I I I I I I -. I I I I I I I Newcastle Branch Library The Corporation of the Municipality of Clarington TENDER #CL2008.7 SZA PROJECT NO. 0633 REVISED & ISSUED FOR RE-BIDDING SPECIFICATION FEBRUARY 11, 2008 VOLUME 2 MECHANICAL & ELECTRICAL Shoalts and Zaback Architects Ltd. 4 Cataraqul Street, Suita 208, Kingston, Ontario, K7K 1Z7 Tel.: (813) 541'()778 Fax: (813) 541.(1804 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL200B-7 Basic Mechanical Materials and Methods Section 15050 Page 1 of 5 February 11, 200B PART 1 . GENERAL 1.1 Reference .1 Division 1, General Requirements, is a part of this Section and shall apply as if repeated here. 1.2 Application .1 This Section specifies products and methods common to one or more Sections of Division 15, and is intended as a supplement to those Sections. 1.3 Codes and Standards .1 Comply with all applicable Codes and Standards for your work, including local and municipal requirements. .2 Where Code requirements exceed requirements of Drawings and Specifications, Code requirements shall govem. Where requirements of Drawings and Specifications exceed Code 'requirements, Drawings and Specifications shall govem. .3 In all cases, mechanical work must be acceptable to Consultant, Owner and Authorities having jurisdiction. 1.4. Intent .1 Mechanical Drawings are performance Drawings, diagrammatic, and show approximate locations of equipment and materials. The Drawings are intended to convey the scope of work and do not show architectural or structural details. Coordinate location of equipment and materials in conjunction with other Divisions of Work. Provide all fittings, offsets, transformations, and similar items required to accommodate other components of the building, and to provide complete, functional and maintainable mechanical systems. 1.5 Reference Standards .1 Ontario Building Code, 2006 Edition. .2 CANlCSA-B149.1-00, Natural Gas and Propane Installation Code. PART 2 - PRODUCTS 2.1 Pipe and Fittings .1 Domestic water: .1 Type "L" hard drawn copper lube to ASTM B-88 and CSA H7.6, with wrought copper fittings to ASME B16.22 and 95%/5% tin/antimony or Engelhard Corp. "Siivabrite 100" solder. .2 Sanitary drainage, waste and vent above grade: .1 PVC drain, waste and vent pipe and solvent weid pipe fittings to CAN/CSA-B181.2. Transition to metallic pipe within return air plenum ceiling space, or use plenum rated PVC pipe (Ipex System XFR). Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Basic Mechanical Materials and Methods Section 15050 Page 2 of 5 February 11, 2008 I I I I I I I I I I I I I I I I I I I .3 Drainage, waste and vent below grade: .1 Rigid PVC sewer pipe and fittings with solvent weld joints to CAN/CSA-8182.1. .4 Rain water leaders: .1 Class 4000 cast iron pipe and fittings to CSA 870 and CGS8 77-GP-2a with MJ fittings. .5 Natural gas - schedule 40 black steel pipe to ASTM A53 with Class 150 (standard) malleable iron screwed fittings to ASME 816.3. Piping greater then 2" trade size, and piping installed in non-accessible concealed spaces shall have welded fittings. .6 Heating water: .1 Type "L" hard drawn copper tube to ASTM 8-88 and CSA H7.6, with wrought copper fittings to ASME 816.22 and 50%/50% lead/tin solder. .2 In-slab radiant piping - Cross-linked polyethylene water tube with oxygen diffusion barrier (hePEX), or PEX-AL-PEX composite water tube, with fittings standard to manufacturer. 2.2 Pipe Hanllers .1 Horizontal piping - adjustable steel clevis hangers. .2 Vertical piping - wrought steel riser clamps. .3 Hanger rods - threaded llalvanized steel sized to suit loading, but not less than 3/8" diameter. .4 Multiple horizontal pipes - black steel angle or channel sections sized to suit load. .5 Steel hangers for un-insulated copper pipe shall be copper plated or plastic coated to prevent galvanic corrosion. .6 Hangers for insulated pipe shall be sized to fit over pipe insulation. Provide pipe saddles for bearing. .7 Acceptable hanger and support manufacturers are Crane Canada Ltd., Grinnell, Myatt, and Apex. 2.3 Pipe Sleeves .1 Unless noted otherwise provide schedule 40 black steel pipe sleeves sized to provide 6 mm minimum clearance all round between sleeve and uninsulated pipe or between sleeve and insulation. .2 Terminate sleeves through walls and floors flush with surface, except for sleeves extending. through floor into mechanical room, which shall terminate 25 mm above finished floor. .3 Sleeves extending above finished floor or through foundation walls shall have annular fins continuously welded on at mid-point. 2.4 Escutcheons I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Basic Mechanical Materials and Methods Section 15050 Page 3 of 5 February 11, 2008 .1 Install on pipes passing through walls, partitions, floors, and ceilings in finished areas. .2 Construction - one piece type with set screws. Chrome or nickel plated brass or type 302 stainless steel. .3 Sizes - outside diameter to cover opening or sleeve. Inside diameter to fit around pipe or outside of insulation if so provided. 2.5 Valves .1 Isolation valves NPS 2' and under - Bronze ball, screwed or solder ends, chrome plated brass ball, PTFE seat, O-ring stem seal, lever handle, 400 psi WOG. Ball valves used as drain valves shall be complete with hose end adaptor with chain and cap. Ball valves used for natural gas service shall be CGA approved. .2 Check valves, NPS 2 and under: Bronze body, screwed, threaded cover, bronze disk, renewable bronze seat, 200 psi CWP. .3 Acceptable manufacturers are Crane, Jenkins, Milwaukee, Newman Hattersly, M. A. Stewart, and Apollo. 2.6 PipinQ Specialties .1 Strainers: V-body, cast iron, stainless steel strainer screen with perforations to suit application, complete with blowdown tapping. .2 Thenmom eters: H.O. Trerice model A005, S' scaie case, adjustable angle, lens front red appearing mercury tubing, aluminum stem, dual scale, DOC to 820C and 300F to 180oF, complete with brass piping well and extension neck to clear pipe insulation. .3 Pressure Guages: H.O. Trerice model 8S0, 3-1/2" dial, solid front, dual scale, 0 to 400 kPa and o to 60 psi. Provide complete with sauge cocks. 2.7 FlashinQ Accessories .1 Plumbing vent terminal flashings - Thaler SJ-31 vandal-proof stack flashing, 457 mm high, 1.6 mm thick spun aluminum sleeve with integral deck flange and pre-moulded urethane insulation on inner side and EPDM base seal, 1.6 mm thick aluminum cap assembly with perforated collar, fastened to sleeve with stainless steel screws. 2.8 Access Doors .1 Gypsum board construction - recessed ceiling or wall access door with drywall bead, designed to accept 16 mm thick finishing material in door recess. 14 ga.satincoat steel door and frame, concealed pivot rod hinge, screwdriver operated cam, drywall corner bead on all sides, primed white finish. Mifab model CAD-OW or Acudor model DW-5015. .2 Masonry construction - wall access door, type 304 stainless steel with #4 satin finish, 16 ga mounting frame and 14 ga door, continuous concealed hinge, screwdriver operated cam latch. Mifab model UA-SS or Acudor model UF-5000. 2.9 Valve Identification TaliS .1 Brass with stamped, black filled lettering, affixed with non-ferrous chain or S-hook. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #Cl2008-7 Basic Mechanical Materials and Methods Section 15050 Page 4 of 5 February 11, 2008 I I I I I I I I I I I I I I I I I I I .2 Valve identification numbers shall be to Owne~s requirements. 2.10 Pipin!lldentification .1 Revere-Seton or Brimar non-adhesive pipe markers with arrows to indicate direction of flow. labeis shall be UV stabilized and suitable for indoor or outdoor application. .2 Paint all gas piping yellow. PART 3 - EXECUTION 3.1 General .1 Unless otherwise specified, locate and arrange horizontal pipes and ducts above or at the ceiling so that, under consideration of all other work in the area, the maximum ceiling height and/or usable space is maintained. .2 Install pipes parallel or perpendicular to building lines. Neatly group and arrange all exposed work. .3 Arrange piping so that it may be drained completely, and provide drain valves at low points of systems. .4 locate all valves and any other equipment which will or may need maintenance or repairs so as to be easily accessible. Provide access doors where required. .5 Provide pipe unions at connections to equipment to and control valves permit disassembly. .6 Carefully clean all pipe and fittings prior to installation. Temporarily cap ends of pipe which are open and exposed during construction to prevent entry of debris. .7 Install pipe, fittings and hangers with sufficient clearance to accept insulation. .8 Provide dielectric coupling where dissimilar materials are joined. On pipe NPS 2 and smaller, provide isolating unions or bronze body valves. On pipe greater than NPS 2, provide isolating flanges. .9 Ensure that there is no direct contact between copper pipe and steel pipe sleeves, steel hangers, and masonry, mortar and concrete. .10 Thoroughly flush all new piping prior to leak testing. .11 Pressure test domestic water piping and heating water piping with clear water at 100 psi for a minimum of two hours prior to Insulation and/or concealment. Repair any leaks found and retest until successful results are obtained. .12 Test drainage, waste and vent piping in accordance with the Ontario Building Code, Part 7. In addition to tests required by Code, all sub-grade drainage piping shall be internally inspected by video camera in the presence of the Owne~s designated representative. .13 Test natural gas piping in accordance with CAN/CSA-B149.1-00. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Basic Mechanical Materials and Methods Section 15050 Page 5 of5 February 11, 2008 .14 Provide pipe markers indicating service and direction of flow on all piping once insulation and cladding is complete. 3.2 Installation of Pipe Han!lers and Supports .1 Space hangers for steel pipe as follows: .1 1/2" trade size - maximum 6' - 0" spacing. .2 3/4" to 1" trade size - maximum 8' - 0" spacing. .3 1-1/4" to 2-1/2" trade size - maximum 10' - 0" spacing. .2 Support vertical piping at maximum 12'-0" intervals. .3 Support copper piping at 8'-0" intervals. .4 Support drainage waste and vent piping in accordance with the Ontario Building Code, Part 7. .5 Provide pipe saddies (or section of calcium silicate insulation for bearing) for insulated piping, and size hangers accordingly. 3.3 Openin!ls for Mechanical Work .1 Advise and co-operate with other trades to ensure that openings for mechanical work are correctly sized and located. .2 Provide templates to other trades where applicable. 3.4 Instruction to Owner .1 Instruct Owner's designated representatives in all aspects of operation and maintenance of systems and equipment provided by this Division. .2 Use maintenance manuals as reference materials for instruction. Deliver manuals to Owner at time of Substantial Performance. END OF SECTION I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Mechanical Insulation Section 15250 Page 1 of 4 February 11, 2008 PART 1 . GENERAL 1.1 Reference .1 CAN4-S102, Surface Burning Characteristics of Building Materials and Assembiies. .2 ASTM C411, Test Method for Hot Surface Performance of High Temperature Thermal Insulation. .3 ANSIINFPA 90A, Air Conditioning and Ventilating Systems, Installation of. .4 ANSIINFPA 90B, Warm Air Heating and Air Conditioning Systems. .5 CGSB 51-GP-9M, Thermal Insulation, Mineral Fibre, Sleeving for Piping and Round Ducting. .6 CGSB 51-GP-11M, Thermal Insulation, Mineral Fibre, Blanket for Piping, Ducting, Machinery and Boilers. .7 CAN/CGSB-51.12, Cement, Thermal Insulating and Finishing. .8 CGSB 51-GP-52M, Vapour Barrier Jacket and Facing Material for Pipe, Duct and Equipment Thermal Insulation. 1.2 Definitions .1 For the purposes of this Section: .1 "CONCEALED" shall mean insulated mechanical services and equipment in hung ceilings and non-accessible chases and furred spaces. .2 "EXPOSED" shall mean "not concealed" as defined above. PART 2 . PRODUCTS 2.1 General .1 All components of the insulation system shall have a maximum flame spread rating of 25 and a maximum smoke developed rating of 50 in accordance with CAN4-S102. .2 Materials shall be tested in accordance with ASTM C411. 2.2 Pipe Insulation .1 TypeP-1: .1 Material: Rigid, mouided, sectional mineral fibre insulation to CGSB 51-GP-9M. .2 Application: For piping, valves and fittings on: .1 Domestic hot water supply and recirculation, temperature 60'C (140'F) .2 Heating water supply and return, temperature 43'C (11 O'F) 5 to 13 13 25 25 38 25 38 125 and 150 25 38 200 and up 25 38 I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Mechanical Insulation Section 15250 Page 2 of 4 February 11, 2008 .3 Thickness (mm): Fluid Nominal Pipe Size (mm) Temperature Range 25 and 32 to 50 63 to 100 125 and 200 and ('C) less 150 up Above 177 63 63 76 89 89 122 to 177 50 63 76 89 89 94 to 121 38 38 50 50 76 61 to 93 38 38 38 38 38 40 to 60 25 25 25 38 38 .2 Type P-2: .1 Material: Rigid, moulded, sectional mineral fibre insulation to CGSB 51-GP-9M with vapour barrier jacket and facing material to CGSB 51-GP-52M. .2 Application: For piping, valves and fittings on: .1 Domestic cold water, temperature 7'C (44'F) .3 Thickness (mm): Fluid Tern peratu re Range ('C) Nominal Pipe Size (mm) 25 and less 38 to 50 63 to 100 Below 4 .3 Type P-3: .1 Materiai: Flexible blanket mineral fibre insulation to CGSB 51-GP-11M with vapour barrier jacket and facing material to CGSB 51-GP-52M. .2 Application: Horizontal rain water leaders and underside of roof drain bodies. .3 Thickness: 25 mm. .4 Type P-4: .1 Material: Flexible, elastomeric, 25/50 rated closed cell fire-retardant pipe insulation. .2 Application: Refrigeration suction lines. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Mechanical Insulation Section 15250 Page 3 of 4 February 11, 2008 .3 Thickness: 13 mm. 2.3 Duct Insulation .1 Type D-1: .1 Material: Rigid mineral fibre board insulation to CGSB 51-GP-10M with vapour barrier jacket and facing material to CGSB 51-GP-52M. .2 Application: .1 Rectangular ductwork from HRV to outdoors. .3 Thickness: 25 mm. 2.4 Insulation Cement .1 ToCAN/CGSB-51.12. 2.5 Jackets .1 PVC: .1 Material: Manville "Zeston 2000" PVC jackelling and pre-formed filling covers, with tape and adhesive as recommended by manufacturer. .2 Application: All exposed, insulated piping. PART 3 - EXECUTION 3.1 General .1 Apply insulation after required tests have been completed and approved. Insulation and surfaces shall be clean and dry when installed and during application of any finish. Apply insulation materials, accessories and finishes to manufacturer's recommendations and as specified. .2 Ensure the continuity of vapour barriers throughout insulation work on "cold" piping and ductwork. Adhere and seal vapour barrier using vapour seai adhesives. .3 Install in accordance with ANSI/NFPA 90A and ANSI/NFPA 90B. .4 Where insulating "cold" valves or equipment, seal vapour barrier to body of item. .5 Seal and finish exposed ends and other terminations with insulating cement. .6 insulation for roof drain bodies to be held in place with a 100% coverage of adhesive. .7 Seal seams in flexible elastomeric insulation with contact ceme~t. Tape not acceptable. .8 Provide UV protective coating, as recommended by manufacturer, on flexible elastomeric insulation exposed to weather. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Mechanical Insulation Section 15250 Page 4 of 4 February 11,2008 I I I I I .9 Insulation is not required for: .1 Branch domestic water piping located in millwork to serve counter mounted plumbing fixtures and fillings. .2 Exposed, chrome plated piping, valves and fillings serving plumbing fixtures. .3 Flexible duct connections. END OF SECTION I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Plumbing Section 15400 Page 1 of 3 February 11, 2008 PART 1 . GENERAL 1.1 References .1 Division 1, General Requirements, is a part of this Section and shall apply as if repeated here. .2 Refer to Section 15050, Basic Mechanical Materials and Methods, for products and methods that also apply to this Section. 1.2 Related Work .1 Mechanical Insulation - Section 15250 .2 Plumbing Fixtures and Fittings - Section 15440 1.3 Shop DrawinCls .1 Submit shop drawings for the following: .1 Cleanout terminations. .2 Trap seal primers. .3 Floor drains. .4 Roof drains. .5 Domestic water heater and recirculation pump. PART 2 - PRODUCTS 2.1 Pipe, Fittinas and Valves .1 As specified in Section 15050, Basic Mechanicai Materials and Methods. 2.2 Cleanouts .1 Horizontal piping - TY fittings with extra-heavy brass plugs, or PVC plugs in PVC piping. .2 Vertical iron piping - enamelled cast iron c1eanouttees with gasketed covers and stainless steel hardware. .3 Vertical copper piping - bronze or copper clean out tees with bronze ferrule. 2.3 Cleanout Terminations .1 Oven cured epoxy coated cast iron adjustable cleanout terminations, nickel bronze access cover with lifetime bonded polyurethane gasket, stainless steel securing hardware. .2 Acceptable manufacturers - Mifab, Enpoco, Wade, Zum and Ancon. 2.4 Trap Seal Primers .1 Pressure drop activated, brass body, size to suit number of drains served, complete with distributer unit. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Plumbing Section 15400 Page 2 of 3 February 11, 2008 I I I I I I I I I I I I I I I I I I I .2 Mifab M-500 series with MI-DU distributer, or equal. 2.5 Floor Drains .1 Funnel floor drains -lacquered cast iron body with anchor flange, weepholes, and 100 mm x 225 mm adjustable nickel bronze oval open throat funnel with surface membrane clamp. Mifab F1100-EG. .2 Acceptable manufacturers - Mifab, Enpoco, Wade, Zum and Ancon. 2.6 Roof Drains .1 Large sump roof drain with lacquered cast iron body with anchor flange, cast iron waterproofing membrane clamp ring, sump receiver, underdeck clamp, and self-locking polyethylene dome strainer. Provide drains complete with flow control wiers to restrict maximum drainage rate to 30 gpm per drain. Mifab R1200-F1-B. .2 Downspout nozzles - Satin nickle bronze. Mifab R1940. .3 Acceptable manufacturers - Mifab, Enpoco, Wade, Zum and Ancon. 2.7 Buildina WeeDer SumD and PumD .1 Sump for building weepers shall be pre-cast or cast-in-place concrete by General Contractor. Provide sump cover to suit. .2 Pump - Submersible type, 0.25 kW oil filled motor, 120/1/60 voltage, non-clog impeller, stainless steel shaft, 0.61 I/s at 4 m head. .3 Pump Control Panel - Simplex pump control panel with adjustable floats for pump run, pump stop, and high level alarm. High level alarm shall be both audible and visual. 2.8 Domestic Water Heater .1 Domestic electric type, as per Plumbing Fixture Schedule on Drawings. .2 Maximum standby loss 60 watts per hour. .3 Provide complete with Grundfos model UP15-10BUC5 recirculation pump. PART 3 . EXECUTION 3.1 General .1 All plumbing work shall be in strict accordance with the Ontario Building Code, Part 7. .2 Arrange piping above ceilings or within furred spaces to preserve maximum headroom and/or usable space. .3 Install pipes parallel to building lines unless shown otherwise. .4 Coliect plumbing vents to common headers to minimize roof penetrations. I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Plumbing Section 15400 Page 3 of 3 February 11, 2008 .5 Locate valves and other items requiring access such that they are easiiy accessible. .6 Make connections between pipes of different materials with proper adaptors. Use brass adaptors or dielectric unions between steel and copper pipe. .7 Clean all pipes and fittings prior to installation. Temporarily cap pipes which are exposed during construction. .8 Provide isolation valves to facilitate removal and servicing of all fixtures and equipment. .9 Test and sterilize all plumbing work before putting into service. Submit water test record to Consultant. 3.2 Installation of Domestic Water Heater .1 Provide domestic water heater where shown on Drawings. .2 Coordinate power wiring with Division 16. Division 16 shall extend power to recirculation pump from same circuit as heat recovery ventilator, so that recirculation pump starts and stops on same time schedule. END OF SECTION I I I I I I I I I I I I II I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Plumbing Fixtures and Fittings Section 15440 Page 1 of 2 February 11, 2008 PART 1 - GENERAL 1.1 References .1 Divisien 1, General Requirements, is a part .of this Sectien and shall apply as if repeated here. .2 Refer te Section 15050, Basic Mechanical Materials and Metheds, fer preducts and metheds that alse apply te this Sectien. 1.2 Related Work .1 Mechanicallnsulatien - Section 15250 .2 Plumbing - Section 15400 1.3 Shop Drawings .1 Submit shep drawings for the fellewing: .1 All plumbing fixtures and fittings. PART 2 . PRODUCTS 2.1 Plumbinq Fixtures and Fittinqs .1 As per Plumbing Fixture Schedule en Drawings. 2.2 Acceptable Plumbinq Fixture and Fitting Manufacturers .1 Vitreous china fixtures: American Standard, Crane, Vortens, Kohler and Eljer. .2 Stainless steel sinks: American Standard, Kindred Industries Ltd. and Arlsta Preducts. .3 Water closet seats: Meldex, Olsonite, Benke and Centoco. .4 Fixture trim: Emco, Cambridge Brass, American Standard and Crane. PART 3 . EXECUTION 3.1 General .1 Unless otherwise specified, all vitreous china plumbing fixtures shall be white. .2 Unless .otherwise specified, all water closet seats shall be white. .3 Unless otherwise specified, all exposed piping te plumbing fixtures shall be chreme plated. 3.2 Installation of Fixtures .1 Previde all plumbing fixtures and fittings where shewn on Drawings. .2 Install plumbing fixtures preperiy supperted, level, plumb and square te building surfaces. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Plumbing Fixtures and Fittings Section 15440 Page 2 of 2 February 11, 2008 I I I I I I I I I I I I I I I I I I I .3 Connect plumbing fixtures complete with supplies and drains, prope~y trapped and vented. .4 Fixtures on outside walls shall have supplies from floor. All other fixtures shall have suppiies from wall. .5 Confirm correct fiush action for all water closets and urinals. Adjust as necessary. .6 Confirm correct rotation of faucet handles. Remove, clean and re-install aerators prior to hand- over of building to Owner. END OF SECTION I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL200S.7 Hydronic Systems Section 15550 Page 1 of 3 February 11, 200S PART 1 . GENERAL 1.1 References .1 Division 1, General Requirements is a part of this Section and shall apply as if repeated here. .2 Refer to Section 15050, Basic Mechanical Materials and Methods, for products and methods that also apply to this Section. 1.2 Related Work .1 Mechanical Insulation - Section 15250. 1.3 Shop DrawinRs .1 Submit shop drawings for all products specified in this Section. PART 2 - PRODUCTS 2.1 Pipe, FittinQs, Valves and Specialties .1 As specified in Section 15050, Basic Mechanical Materials and Methods. 2.2 HeatinR Boilers .1 Seaied combustion, condensing, high efficiency, natural gas fired, low mass, stainless steel heat exchanger, wall mounted, 58.7 kW (200,000 Btuh) input, CGA approved: .1 97% steady-state thermal efficiency. .2 Electronic modulation combustion control with S:1 burner turndown ratio. .3 Hot surface ignition. .4 Sealed stainless steel combustion chamber. .5 Integral electronic control system with LCD dispiay. .6 Suitable for venting with PVC pipe. .2 BASE BID is New York Thermal model Ti200. 2.3 Main and Zone Circulation Pumps .1 Wet rotor construction with materials, capacity and voltage as indicated on Drawings. .2 Provide dual voltage relays for control of zone circulation pumps. .3 Standard of acceptance is Grundfos. 2.4 Expansion Tank I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Hydronic Systems Section 15550 Page 2 of 3 February 11, 2008 I .1 Diaphragm type, complete with air scoop, automatic air vent and automatic fill valve, size and capacity as indicated on drawings. I .2 Acceptable manufacturers are Amtrol, Expanflex. I 2.5 Water Treatment I .1 Water treatment equipment shail include: .1 Bypass chemical feeder, 7.5 litre capacity. I .2 Bypass micron filter sized to handle 3% of primary pump flow rate. .3 Six (6) sets of filter cartridges, 20 micron. I I .4 Two (2) corrosion coupons, one each of mild steel and copper. .2 Provide sufficient new system cleaner to initiaily clean hydronic system. Provide sufficient corrosion inhibitor to maintain required control levels in system for a period of one year after turnover. .3 Provide test kit for measuring inhibitor level. I 3.1 General PART 3 . EXECUTION I 3.2 .1 Instail equipment in accordance with manufacturer's instructions. I .2 Provide valves, flanges and pipe unions at all connections to equipment to permit service and disassembly. I I .3 Boiler and zone circulation pump headers shail be wail mounted in mechanical room. .4 Clean and flush system using cleaning agents and procedures as recommended by water treatment speciailst. .5 Provide corrosion inhibitors as recommended by water treatment specialist. Retest inhibitor level prior to turnover and adjust as required. I Installation of Heatinq Boiler .1 Provide heating boiler where shown on Drawings. I .2 Make ail water, gas, combustion air and vent connections in accordance with manufacturer's instructions. I .3 Extend combustion air and vent through roof in accordance with manufacturer's instructions. Use terminations supplied by manufacturer. I .4 Extend condensate drain to funnel floor drain. I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Hydronlc Systems Section 15550 Page 3 of 3 February 11, 2008 I I .5 Flush and clean system in accordance with recommendations of manufacturer and water treatment supplier. Refill system complete with corrosion inhibiting chemicals as recommended by water treatment supplier. .6 Retain services of manufacturer's representative to start and commission boiler installation. I 3.3 Water Balancln!! .1 Retain the services of a recognized independent balancing contractor to perform balancing of water systems. I I I .2 Adjust flow rates at all zone manifolds to within 5% of vaiues shown on Drawings. .3 Prepare a typewritten balancing report showing design and actual water flow and final valve setting at all balancing points, and include report in operating and maintenance manuals. .4 Consultant reserves the right to witness readings at randomly selected valves to demonstrate that balancing has been performed correctly. I END OF SECTION I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 HVAC Equipment Section 15750 Page 1 of4 February 11, 2008 PART 1 . GENERAL 1.1 References .1 Division 1, General Requirements is a part of this Section and shall apply as if repeated here. .2 Refer to Section 15050, Basic Mechanical Materials and Methods, for products and methods that also apply to this Section. 1.2 Related Work .1 Mechanical Insulation - Section 15250. .2 Air Distribution - Section 15850. 1.3 Shop Drawings .1 Provide shop drawings for all products specified in this Section. PART 2 . PRODUCTS 2.1 Packaged Rooftop HVAC Units .1 Electric cooling, natural gas heating, downshot airflow, 208 volt 3 phase operation, capacity as per AlC Unit Schedule on Drawings, and complete with the following: .1 Minimum efficiency to meet or exceed requirements of ANSI/ASHRAE 90.1. On units 5 tons and under cooling efficiency shall be minimum 13 SEER. .2 Electronic spark ignition gas burner with aluminized steel heat exchanger, minimum 80% AFUE. .3 Factory instalied economizer with dual input electronic enthalpy control. .4 Factory built roof curb to match unit. .5 Short cycle lock-out timer to provide 5 minute off time between compressor cycles. .2 HVAC units shail be CFC and HCFC free. Preferred refrigerant is R410a. .3 HVAC unit serving Program Room 110 shall be provided with integrated enthalpy wheei economizer module, designed for specific application by HVAC unit manufacturer. Enthalpy wheel economizer shall be complete with wheel-tilt function to remove wheel from airstream while in economizer mode. While in ventilation mode, enthalpy wheel economizer shall be capable of supplying up to 283 lis (600 cfm) of pre-conditioned ollldoor air. .4 Acceptable manufacturers - York, Carrier, Lennox and Trane. 2.2 Ductless Split AC system .1 Ductless split air conditioning system with roof mounted condensing unit and high-sidewall style evaporator blower unit. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 HVAC Equipment Section 15750 Page 2 of 4 February 11, 2008 I I I I I I I I I I I I I I I I I I I .1 Variable capacity from nominal 1.76 to 5.52 kW (0.5 to 1.0 tons). .2 208/1/60 voltage, with single point power connection to condensing unit, and interconnected power wiring to indoor unit. .3 Condensing unit complete with low ambient control kit and wind baffle to permit operation down to -40'C. .4 Wall mounted electronic thermostat. .2 Svstem shall be CFC and HCFC free. Preferred refrigerant is R410a. .3 Standard of acceptance is Mitsubishi model PKA-A12GAlPUY-A12NHA. 2.3 Heat Recovery Ventilator .1 Indoor, horizontal, 120/1/60 voltage, nominal capacity 270 lis (570 cfm), and complete with the following: .1 Gaivanized steel cabinet with factory enamel finish. .2 Polypropylene heat exchange core. .3 Dual forward curved direct drive blowers. .4 Recirculation defrost control. .2 Standard of acceptance is Venmar model HRV600i. 2.4 Controls .1 Thenmostats: 24 volt, electronic, 7-<Jay programmable, automatic change-over, c1w AUTOION fan switch and HEAT/COOUAUTOIOFF mode selection switch. .2 Thenmostat shall automatically run supply fan continuously when in occupied mode. .3 Thermostats shall allow locking of controls against unauthorized adjustment. .4 Carbon Dioxide Detectors: As appropriate to HVAC unit manufacturer. Detectors shall modulate outdoor air dampers in response to carbon dioxide levels detected in space served PART 3 - EXECUTION 3.1 General .1 Install all equipment in accordance with manufacturer's instructions. .2 Empioy the services of equipment manufacture~s technical representatives to commission and inspect installations as required to meet warranty requirements. 3.2 Installation of Rooftop HVAC Units I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 I HVAC Equipment Section 15750 Page30f4 February 11, 2008 I I I I I 3.3 I I I I I I 3.4 I I I 3.5 I I .1 Provide rooftop HVAC units where shown on Drawings. .2 Coordinate placement of curb and cutting of openings through roof deck with roofing trade. .3 Coordinate power wiring with Division 16. .4 Connect control wiring to manufacturer's specifications. .5 Provide engraved lamicoid namepiates, fastened with self-tapping screws or pop rivets, on HVAC units with designations as shown on Drawings. .6 Start, test and adjust units for proper operation. Installation of Split Air ConditioninQ Svstem .1 Provide air handler and condensing unit where shown on Drawings. .2 Mechanically fasten condensing unit to concrete roof slab. .3 Install air handler where shown. Allow adequate clearance for servicing. Extend trapped condensate drain to funnel floor drain. .4 Provide refrigerant piping from condensing unit to cooling coil, sized in accordance with manufacturer's recommendations. Refrigerant piping shall be installed without joints where practicable. If joints are required, they shall not be located in concealed construction. Evacuate and charge piping and evaporator coil prior to opening service valves. Insulate liquid line with 1/2" thick flexible elastomeric insulation. .5 Provide engraved lamicoid nameplates, fastened with self-tapping screws or pop rivets, on air handler and condensing unit with designations as shown on Drawings. .6 Provide control wiring in accordance with manufacturer's specifications. Coordinate power wiring with Division 16. .7 Start, test and adjust units for proper operation. Installation of Heat Recovery Ventilator .1 Provide heat recovery ventilator where shown on drawings, suspended above head level. .2 Make all duct connections with flexible connection material. .3 Trap condensate drain, and extend to funnel floor drain. .4 Start, test and adjust unit for proper operation. Unit shall be controlled by Division 16 by energizing and de-energizing power supply on master time schedule. Installation of Controls .1 Install thermostats and carbon dioxide sensors where shown on Drawings. Where controls are column mounted coordinate routing of control wiring with architectural trades so that it is concealed behind wood inserts in column webs. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 HVAC Equipment Section 15750 Page 4 of 4 February 11, 2008 I I I I I I I I I I I I I I I I I I I .2 Zone thermostats shall in all cases energize radiant in-floor heating zone pumps on first stage call for heat. Gas heating sections in rooftop HVAC units shall not fire until second stage heat call is received. .3 Program all thermostats to occupancy and temperature schedules provided by Owner. .4 Once programming is complete and confirmed, lock out user adjustment of thermostats. Use common password for all thermostats, and provide password to Owner. .5 Instruct Owner's designated representative in programming and operation of all controls. END OF SECTION I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Air Distribution Section 15850 Page 1 of 4 February 11, 2008 PART 1 - GENERAL 1.1 References .1 Division 1, General Requirements, is a part of this Section and shall apply as if repeated here. 1.2 Related Work .1 Mechanical Insulation - Section 15250. .2 HVAC Equipment - Section 15750. 1.3 Shop Drawings .1 Submit shop drawings for the following: .1 Grilles and diffusers. .2 Fire dampers. .3 Duct access doors. .4 Louvres. PART 2 - PRODUCTS 2.1 Galvanized Steel Ductwork .1 Galvanized sheet steel (G90 to ASTM A525) with metal gauges in accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible, to suit duct configuration and pressure classification. .2 Spiral wound round galvanized steel ductwork with factory made fittings. 2.2 Flexible Ductwork .1 Spirally wound, continuous lock seam, flexible corrugated aluminum duct. 2.3 Flexible Connection Material .1 Duro-Dyne "DURO LON" fire resistive and weatherproof flexible vibration isolation material. .2 Acceptable manufacturers - Duro-Dyne, Ventfabrics, Elgen Engineering. 2.4 Splitter Dampers .1 Minimum 20 ga. galvanized steel blade, reinforced as required, with locking operating assembly. 2.5 Balancinq Dampers .1 Opposed blade balancing dampers complete with nylon blade shaft bearings, linkage shaft extension, and lockable damper operator providing visual indication of damper position. .2 Galvanized steel butterfly dampers for round duct take-offs, with adjusting handle and locknut. Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Air Distribution Section 15850 Page 2 of 4 February 11, 2008 I I I I I I I I I I I I I I I I I I I .3 Unless otherwise specified, balancing dampers shall be constructed from the same material as the ducts in which they are installed. 2.6 Fire Dampers .1 ULC listed, rated and labelled galvanized steel folding blade fire dampers, fire protection rating to suit application, but in no case iess than 1-1/2 hour, and complete with replaceabie 71 degrees C fusible link. .2 Fire dampers for horizontal installation shall be complete with stainless steel closure spring. 2.7 Duct Access Doors .1 In accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible with sizes suitable in all respects for the purpose for which they are provided, and, unless otherwise specified, constructed of the same material as the duct they are associated with. 2.8 Grilles and Diffusers .1 As per Drawing schedule, complete with all accessories to suit application. .2 Acceptable manufacturers - E.H. Price, Nailor-Hart, Carnes, Anemostat. 2.9 Louvres .1 Extruded aluminum, storm proof design, minimum 100 mm deep, colour to be selected from manufacturers extended colour ranQe by Architect. 2.10 Acoustic Lining .1 1/2" thick fibreglass acoustic lining material to NFPA 90A and CAN-S102. PART 3 - EXECUTION 3.1 General .1 Unless shown otherwise, erect ductwork straight and parallel to building lines, and as close to the structure as possible to maximize ceiling heights and usable space. .2 Duct construction shall conform to SMACNA HVAC Duct construction Standards Metal and Flexible. .3 Seai all transverse seams with synthetic latex duct sealer, except where spiral wound round ductwork is exposed to view. 3.2 Installation of Flexible Ductwork .1 Flexible ductwork shall only be used for final connection from galvanized steel ductwork to diffusers. .2 Maximum run 6'-0". 3.3 Installation of Splitter Dampers I I Air Distribution Section 15850 Page 3 of4 February 11, 2008 Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 I I I 3.4 I I 3.5 I I I I I I 3.6 I .1 Install splitter dampers in supply duct work at branch duct connections wherever shown on Drawings. .2 Instali dampers so that they cannot vibrate or rattle, and with operator assemblies accessibie for adjustment. Installation of Balancing Dampers .1 Install balancing dampers in ductwork where shown on drawings. .2 Install dampers so that they cannot vibrate or rattle, and with operator assemblies accessible for adjustment. Installation of Fire Dampers .1 Provide fire dampers where shown on Drawings. Ensure that the rating of each fire damper is suitable for the fire rating of the building construction it is associated with. .2 Supply dampers complete with galvanized steel mounting sleeve, or supply and install sleeves at site and affix to dampers with sheet metal screws at 6" O/C. .3 Secure steel angle sections to perimeter of one side of damper sleeve, install damper in opening, and secure similar angle sections to perimeter of other side of damper sleeve. Provide clearance between sleeve and opening to accommodate thermal expansion. .4 Connect ductwork to dampers in accordance with NFPA requirements. .5 Completed fire damper installations will be checked and tested for proper installation and operation. Correct all deficiencies noted on inspection. Installation of Duct Access Doors .1 Provide access doors in ductwork for access to all duct system components which will or may need maintenance or repair, including booster heating coils. Install in accordance with SMACNA HVAC Duct Construction Standards Metal and Flexible. .2 Identify access doors serving fire dampers with the letters "FD" neatly applied with red paint or permanent marker. 3.7 Installation of Grilles and Diffusers I I I .1 Provide grilles and diffusers where shown on drawings. .2 Wherever possible, grilles and diffusers shall be of one manufacture throughout the project. .3 Locate grilles and diffusers in conformance with finai architectural reflected ceiling plans and detailed elevations. .4 Confirm finishes prior to ordering. I 3.8 Installation of Acoustic Lining I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Air Distribution Section 15850 Page 4 of 4 February 11, 2008 I I I I I I I I I I I I I I I I I I I .1 Provide acoustic lining in supply and return ducts serving HVAC units for a minimum of 2 m from point of connection to HVAC units, and where shown on drawings. .2 Install lining in conformance with SMACNA HVAC Duct construction Standards Metal and Flexible. 3.9 Air Balancing .1 Retain the services of a recognized independent balancing contractor to perform balancing of air systems. .2 Adjust air delivery at grilles and diffusers to within 5% of values shown on Drawings. .3 Prepare a typewritten balancing report showing design and actual air flow at all terminals, and include report in operating and maintenance manuals. .4 Include in air balancing work for re-adjustment of air delivery at grilles and diffusers following occupancy of building, in accordance with Consultant's recommendations. .5 Consultant reserves the right to witness readings at randomly selected air terminals to demonstrate that balancing has been performed correctly. END OF SECTION I I I Newcastle Branch Library Municipality Df Clar/ngtDn PrDject ND. 0013 Tender tlCL2008-7 Lighting SectiDn 16500 Page 1 Df2 February 11, 2008 PART 1 - GENERAL I I 1.1 References .1 DivislDn 1, General Requirements, Is a part Df this Section and shall apply as if repeated here. .2 Refer to Section 16010, Electrical General Requirements, and to Section 16050, Basic Electrical Materials and Methods, for requirements, products and inslallation methods that apply to the Work of Section 16500. I 1.2 ShDP Drawings I I .1 Submit shop drawings for the following: .1 Lighting fixtures. .2 Low vollage switching system .3 Ballasts. .4 Occupancy sensors and combination switch/occupancy sensors. I PART 2 - PRODUCTS 2.1 Lighting Fixtures I .1 As per Lighting Fixture Schedule on Drawings. 2.2 Lamps I .1 Lamp requirements (number, type & wattage) are scheduled with the lighting fixtures, and are to match the fixture vollage. I .2 Unless otherwise noted, /amps are to be CSA certified as manufactured by Phillips Electronics Ltd., Canadian General Electnc Co. Ltd., or OsramlSylvania. I .3 Fluorescent lamps, uniess otherwise specified, are to T8, rapid start, as follows: .1 32 watt, 1220 m long, rated 20,000 hours, 2,900 lumens initial, 3,500'K colour temperature, 85 CRI. I 2.3 FluDrescent Fixture Ballasts I .1 As per fixture schedule. 2.4 LDw VDltage Switching System. I .1 As per drawing notes. PART 3 . EXECUTION I I 3.1 InstallatiDn Df Lighting Fixtures and Lamps .1 Provide all required lighting fixtures and lamps. I I Newcastie Branch Library Municipality of Clarington Project No. 0013 Tender #C L2008.7 Lighting Section 16500 Page 2 of2 February 11, 2008 I .2 Thoroughly review and confirm all ceiling types, finish schedules, finishes and construction details before placing fixture orders and ensure that ali required mounting assemblies, frames, rings and similar features are included for. I .3 Provide all required components of the low voltage switching system. I .4 Include for assembly and mounting of all fixtures, complete with all wiring, connections, fittings, hangers, aligners, box covers and accessories required for a complete, safe, fully operational assembly. I .5 Install fixtures in accordance with applicable architectural drawing refiected ceiling pians and/or wall elevations. Confirm all fixture locations prior to roughing-in. In equipment rooms, shafts and similar secondary areas, install fixtures after the mechanical and other major work is roughed-in and adjust fixture iocations as required. I .6 Support fixtures independent of ceiling structure unless ceiling is specificaily constructed to support fixtures. I I .7 Test and verify operation of all emergency lighting equipment. I END OF SECTION I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Electrical General Requirements Section 16010 Page 1 of 4 February 11, 2008 I PART 1 . GENERAL I 1.1 General I .1 This Section covers items common to Sections of Division 16. This section supplements requirements of Division 1. 1.2 Codes and Standards I .1 Do complete installation in accordance with the Ontario Hydro Electrical Safety Code. .2 Abbreviations for electrical temns: to CSA Z85. I I 1.3 Care, Operation and Start-up .1 instruct Owne~s designated representatives in the operation, care and maintenance of equipment. I .2 Arrange and pay for services of manufacturer's factory service representative to supervise start- up of installation, check, adjust, balance and calibrate components where applicable. I .3 Provide these services for such period, and for as many visits as necessary to put equipment in operation, and ensure that operating personnel are conversant with all aspects of its care and operation. 1.4 Voltage I .1 Operating voltages: to CAN-C235-83. I .2 Motors, electric heating, control and distribution devices and equipment to operate satisfactorily at 60 Hz within normal operating limits established by above standard. Equipment to operate in extreme operating conditions established in above standard without damage to equipment. 1.5 Permits, Fees and Inspection I .1 Submit to Electrical Inspection Department and Supply Authority necessary number of drawings and specifications for examination and approval prior to commencement of work. I .2 Pay associated fees. .3 Consultant will provide Drawings and Specifications required by Electrical Inspection Department and Supply Authority at no cost. I .4 Notify Consultant of changes required by Electrical Inspection Department prior to making changes. I .5 Furnish Certificates of Acceptance from Electrical Inspection Department on completion of work to Consultant. I 1.6 Materials and Equipment .1 Provide materials and equipment in accordance with Division 1. I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Electrical General Requirements Section 16010 Page 2 of 4 February 11, 2008 I I I I I I I I I I I I I I I I I I I I .2 Equipment and material to be CSA certified. Where there is no alterative to supplying equipment which is not CSA certified, obtain special approval from Electrical Inspection Departrnent. .3 Factory assemble control panels and component assemblies. 1.7 Control Wirin!! .1 Control wiring and conduit is specified in Division 16 except for conduit, wiring and connections below 50 V which are related to control systems specified in Division 15 or shown on Mechanical Drawings. 1.8 Finishes .1 Shop finish metal enclosure surfaces by application of rust resistant primer inside and outside, and at least two coats of finish enamel. .1 Paint outdoor electrical equipment "equipment green" finish to EEMAC Y1-1955. .2 Paint Indoor switchgear and distribution enciosures light grey to EEMAC 2Y1-1958. .2 Clean and touch up surfaces of shop-painted equipment scratched or marred during shipment or installation, to match original paint. .3 Clean and prime exposed non-gaivanized hangers, racks and fastenings to prevent rusting. 1.9 Equipment Identification .1 Identify electrical equipment with nameplates as follows: .2 Nameplates: .1 Lamicoid 3 mm thick plastic engraving sheet, black face, white core, mechanically attached with self tapping screws. .1 Sizes and types as follows: Type 1 70 x 35 mm Type 2 70 x 35 mm 3 lines (Feeder Identification) 4 lines (Equipment Identification) .3 Wording on nameplates to be approved by Consultant prior to manufacture. .4 Allow for average of 40 letters per nameplate. .5 Identification to be English. .6 Nameplates for terminal cabinets and junction boxes to indicate system andlor voltage characteristics. .7 Disconnects, starters and contactors: indicate equipment being controlled and voltage. .8 Panel boards: panel designation (ie: LP-A), voltage and source of supply. I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 I Electrical General Requirements Section 16010 Page 3 of 4 February 11, 2008 1.10 Wiring Identification I I I .1 Identify wiring with permanent indelible identifying markings, either numbered or coloured plastic tapes, on both ends of phase conductors of feeders and branch circuit wiring. .2 Maintain phase sequence and coiour coding throughout. .3 Colour code: to CSA C22.1-1986. .4 Use colour coded wires in communication cabies, matched throughout system. 1.11 Conduit and Cable Identification Colour code conduits, boxes and metallic sheathed cables. I I I .1 .2 Code with plastic tape or paint at points where conduit or cable enters wall, ceiling, or fioor, and at 15 m intervals. .3 Colours: 25 mm wide prime colour and 15 mm wide auxiliary colour. Prime Auxiliary up to 250 V yellow, up to 600 V yellow/green, up to 5 k yellow/blue, up to 15 kV yellow/red. Telephone green. Other communication systems green/blue. Fire alarm red. Emergency voice red/blue. Other security systems red/yellow. I 1.12 Wiring Terminations I .1 Lugs, terminals, screws used for termination of wiring to be suitable for either copper or aluminum conductors. 1.13 Manufacturers and CSA Labels I .1 Visible and legible after equipment is installed. 1.14 Location of Outlets .1 Do not install outlets back-to-back in wall; allow minimum 150 mm horizontal clearance between boxes. I I I .2 Change location of outlets at no extra cost or credit, providing distance does not exceed 3000 mm, and Information Is given before installation. .3 Locate light switches on latch side of doors. Locate disconnect devices in mechanical and elevator machine rooms on latch side of floor. 1.15 Mounting Heiqhts .1 If mounting height of equipment is not specified or indicated, verify before proceeding with installation. I I I I .2 Install electrical equipment at following heights unless indicated otherwise. .1 Local switches: 1200 mm. .2 Wall receptacles: I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Electrical General Requirements Section 16010 Page 4 of 4 February 11, 2008 I .1 General: 300 mm. I .2 Above top of counters or counter splash backs: 175 mm. I .3 Panel boards: as required by Code or as indicated. .4 Telephone and computer outlets: 300 mm. .5 Security system keypads: 1200 mm. I 1.16 Load Balance I .1 Measure phase current to panel boards with normal loads (lighting) operating at time of acceptance. Adjust branch circuit connections as required to obtain best balance of current between phases and record changes. I I .2 Submit, at completion of work, report listing phase and neutral currents on panelboards operating under normal load. State hour and date on which each load was measured, and voltage at time of test. 1.17 Field Quality Control .1 Conduct and pay for the following tests: I .1 Power distribution system including phasing, voltage, grounding and load balancing. I .2 Circuits originating from branch distribution panels. .3 Li ghti ng and its control. I .4 Motors, heaters and associated control equipment including sequenced operation of systems where applicable. I .2 Furnish manufacture~s certificate or letter confirming that entire installation as it pertains to each system has been installed to manufacture~s instructions. .3 Insulation resistance testing. I .1 Megger circuits, feeders and equipment up to 350 V with a 500 V instrument. I .2 Megger 350-600 V circuits, feeders and equipment with a 1000 V instrument. .3 Check resistance to ground before energizing. I .4 Provide instruments, meters, equipment and personnel required to conduct tests during and at conclusion of project. .5 Submit test results for Consultant's review. I 1.18 Co-ordination of Protective Devices .1 Ensure circuit protective devices such as overcurrent trips, relays and fuses are installed to required values and settings. I END OF SECTION I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Basic Electrical Materials and Methods Section 16050 Page 1 of 3 February 11, 2008 PART 1 - GENERAL 1.1 References .1 Division 1, General Requirements, is a part of this Section and shall apply as if repeated here. 1.2 Related Work .1 Cutting and patching, including core drilling for electrical work - applicable Sections of other Divisions. 1.3 Shop Drawin!ls .1 Submit shop drawings for the following: PART 2 . PRODUCTS 2.1 Conduit .1 EMT galvanized electric metallic tubing to CSA C22.2 No. 83, with set screw connectors, or concrete tight where applicable. .1 Minimum conduit size shall be 19mm. 2.2 Outlet Boxes .1 Stamped galvanized sheet steel to CSA C22.2 No. 18-M198?, size and accessories to suit application. 2.3 Pull Boxes and Junction Boxes .1 Galvanized or prime painted steel to CSA C22.2 No. 40, size and accessories to suit application. 2.4 Cables and Conductors .1 Type RW90 XPLE single conductor to CSA C22.2 No.38, 90 degrees C. .2 Type AC90 flexible armoured cable to CSA C22.2 No. 51, 90 degrees C. 2.5 Switches and Receptacles .1 CSA certified, colour white, commercial grade devices as follows: .1 Switches - compatible with low voltage switching system. .2 Receptacles - duplex, U-ground, 125 volt, 15 ampere, Decora style. 2.6 Faceplates .1 Stainless steel, neutral finish, stainless steel screws. PART 3 . EXECUTION I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Basic Electrical Materials and Methods Section 16050 Page 2 of 3 February 11, 2008 I I I 3.1 Installation of Conduit .1 Install, fasten and support conduit in accordance with all applicable Code requirements. '.2 Install conduit straight and parallel to building lines unless shown otherwise on Drawings. .3 Make site bends in conduit using proper tools. Kinking or flaking of finish will not be accepted. I I .4 Provide proper adaptors when joining conduits of different material, and for terminations at boxes. .5 Temporarily plug exposed ends of conduits during construction. .6 Do not install conduits horizontally in masonry walls or floor toppings. I I I I I I I I I I I I I .7 Conduit to all telephone, computer and audio/visual outlets to be 19 mm unless shown otherwise. Conduit shall terminate In nearest accessible hallway ceiling space .8 Leave fish cord In all conduits for telephone and other systems wired by others. .9 All conduit and wiring shall be concealed unless shown otherwise. Where conduit cannot be concealed coordinate location of surface conduit with Architect. Installation of Outlet Boxes 3.2 .1 Provide outlet boxes, suitable in all respects for the application, for each switch, receptacle, device, telephone outlet, computer outlet, and all other outlets. .2 Mounting heights for outlet boxes are given in Section 16010. .3 Do not install outlet boxes back to back in walls. .4 Provide blank cover plates for existing outlet boxes rendered obsolete. 3.3 Installation of Pullboxes and Junction Boxes .1 Provide pullboxes and junction boxes as required for conductor installation. .2 Identify pullboxes and junction boxes as specified in section 16010. 3.4 Installation of Conductors .1 Provide separate, Code sized green insulated ground conductor for all wiring run in conduit. .2 Minimum conductor size shall be #12 AWG. .3 Conductors above ground - type RW90 XPLE. .4 Branch connections to lighting fixtures and circuits fished into existing partition walls may use type AC90 cable. I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Basic Electrical Materials and Methods Section 16050 Page 3 of 3 February 11, 2008 END OF SECTION I I I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Service and Distribution Section 16400 Page 1 of3 February 11, 2008 PART 1 - GENERAL 1.1 References .1 Division 1, General Requirements, is a part of this Section and shall apply as if repeated here. .2 Refer to section 16050, Basic Electrical Materials and Methods, for materials and requirements that apply to the work of this Section. 1.2 Related work .1 Lighting - Section 16500 1.3 Shop Drawings .1 Submit shop drawings for all products specified in this Section. PART 2 - PRODUCTS 2.1 Service Entrance Switch .1 Rating: 208 V, 3 pole, 400 A, 250A fused solid neutral. .1 Fusible disconnect switches with fuses as noted on drawings. 2.2 Branch Circuit Panelboards .1 Dead front panel boards to CSA A22.2 No. 29, designed for sequenced phase connection of branch circuit breakers, and complete with: .1 Flush mounting trim and door with concealed hinges, chrome plated latch with key lock, and circuit directory card on inside of door. .2 Moulded case, bolt-on, non-adjustable, thermal magnetic trip branch circuit breakers to CSA C22.2 No.5. .2 Acceptable manufacturer - Square D. 2.3 Safety Switches .1 Heavy duty, front operated safety switches to CSA C22.2 No.4, and complete with: .1 Operating handle lockable in off position. .2 Interlocked cover to prevent opening when switch is on. .3 Non-teasible switch mechanism. .4 Enamelled steel enclosure, CSA type 3 where located outdoors, and CSA type 1 indoors. .2 Acceptable manufacturers - Westinghouse, Siemens, Federal Pioneer and Square D. I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Service and Distribution Section 16400 Page 2 of 3 February 11, 2008 I 2.4 Fuses I .1 CSA certified HRC fuses, size as shown on Drawings, and suitable in all respects for the application. I 2.5 Splitter Troullhs .1 To CSA C22.2 No. 76, complete with lockable, hinged front cover plate, pressure type lugs to suit conductors, and with a minimum of 3 spare terminals on each set of lugs. I PART 3 . EXECUTION I 3.1 Installation of Transformers I .1 Provide transformers where shown on Drawings. .2 Provide an identification nameplate for each transformer to indicate transformer designation, primary and secondary voltage and phase, source of primary feed, and equipment connected to secondary. I .3 Test secondary voltage with normal loads operating and adjust taps as required. I 3.2 Installation of Service Entrance Switch 3.3 I .1 Provide service entrance switch where shown on Drawings. .2 Equip fusible switches with fuses. I Installation of Branch Circuit Panelboards .1 Provide branch circuit panel boards where shown. I .2 Secure cabinets in place independent of connecting conduit, level and plumb. .3 Complete circuit directories and affix to inside of doors. Circuit directories shall be typewritten. I .4 Provide identification nameplates as specified in Section 16010. I 3.4 Installation of Safety Switches 3.5 .1 Provide safety switches where shown on Drawings. .2 Equip fusible switches with fuses. I .3 Provide each switch with an identification namepiate indicating the connected load. I Installation of Splitter Troullhs .1 Provide splitter troughs where shown on Drawings. I .2 Provide each splitter trough with an identification nameplate indicating splitter designation, source of supply, voitage and phase. I I I I I I I I I I I I I I I I I I I I I Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008-7 Service and Distribution Section 16400 Page 3 of3 February 11, 2008 END OF SECTION Newcastle Branch Library Municipality of Clarington Project No. 0633 Tender #CL2008.7 Electric Heating Secti 0 n 16850 Page 1 of 1 February 11, 2008 I I I I I I I I I I I I I I I I I I I PART 1 - GENERAL 1.1 References .1 Division 1, General Requirements, is a part of this Section and shail apply as if repeated here. .2 Refer to Section 16010, Electrical General Requirements, and to Section 16050, Basic Electricai Materials and Methods, for requirements, products and instailation methods that apply to the Work of Section 16850. 1.2 Shop Drawings .1 Submit shop drawings for ail products specified in this section. PART 2 - PRODUCTS 2.1 Fan Forced Heaters .1 Commercial grade, fuily recessed or surface mounted as shown on Drawings, 208 volt, single phase, capacity as indicated, complete with integral tamperproof thermostat. .2 Chromalox RFI series, or equal. 2.2 Convection Floor Insert Heater .1 Commercial grade, fuily recessed, 208volt, single phase, capacity and locations as noted on drawings, complete with wall mounted line voltage thermostat. .2 Stelprop FI series or equal. PART 3 - EXECUTION 3.1 Installation of Fan Forced Heaters .1 Attach fan forced heaters to solid wail framing members, not drywail finish. .2 Instruct Owner on operation of tamperproof controls. 3.2 Installation of Convection Floor Insert Heaters .1 Instail in accordance with the manufacturer's instructions in the locations indicated. .2 Coordinate location of wail mounted thermostats on site. END OF SECTION I I I 1 I I I I I I I I I I I I I I 'I Newcastle Branch Library The Corporation of the Municipality of Clarington TENDER #CL2008-7 SZA PROJECT NO. 0633 REVISED & ISSUED FOR RE-BIDDING SPECIFICATION FEBRUARY 11, 2008 VOLUME 3 .GEOTECHNICAL INVESTIGATION REPORT STORM WATER MANAGEMENT REPORT Shoalts and Zaback Architects Ltd. 4 Cataraqul Slreet, Suite 208, KIngston, Ontario, K7K 1Z7 Tel.: (813) 541..on8 Fax: (813) 541..0804 . I I I " I I I I I I,j I ., I, I; I I,; >,.. ." I I Report Geotechnical Investigation Newcastle Branch Library 150 King Avenue East, Newcastle Municipality Of Clarington, Durham Region ,--, '~ ,tt 'l. , , , . '/ Reference No.: Date: Distribution: 0-1159-020 April,2007 4-cop.ies '- Sh<!oIt,sartil ZabackMhitec~J,.imlt~ 1 copy - B. Taylor. Municipality of Cia ring Ion I copy. File Nmllr.Jr.m Fkwa/Sin,: G I.BSON NSOCIATES <j11 BSON . SSOCIATES I. M7Lld. " Mr. Eric Riddell, Associate Shoalts and Zaback Architects Ltd. 4 Cataraqui Street, Suite 206 Kingston, Ontario, K7K IZ7 Re.: Addendum, Geotechnicallnvestigtition . Proposed Newcastle Branch Library 1 SO king Avenue East, Newcastle, Ontario May 16,2007 ( . Our File 0-1159-020 -' .., '. ,. Gentlemen: . ~ . .. . Further to our meeting on Thursday, May II and teleconference with G. Shoalts, C. Roney, J. Lombart and M. Brennan regarding the above project, this letter is presented to confirm our discussions and to serve as an addendum to 'the Gt'bson Associates report entitled "Geotechnical investigation, Newcastle Branch Library, 150 King Avenue East, NewC4Stle, Municipality of elaring/on", Gibson report dated April 20, 2007. The following matters were discussed: 1. Fill Surchari!e Pnit!ram: An earth surcharge loading program is recommended for pre-treatment of this 'soft clay site" for the use of sballow earth supported foundations as a viable and feasible alternative to installing a deep foundation system such as driven piles and augered caissons. As discussed, the granular fill should extend at least 6 ft (1.8m) above the underside of the planned footings. It is understood that this will entail placing fill to a height of approximately 6 ft (1.8m) above the existing grade level. The fill should consist of clean, select granular material such as OPSS Granular '!B" aggregate, and be placed in controlled lifts of about 30mm loose lift thickness for proper Proctor compaction. It is recommended that the surcharge fill be left in-place until the areal settlement has slowed sufficiently to have dissipated at least 50% of the anticipated long term ultimate settlement. It is anticipated that this entail approximately 4 to 6 weeks, considering the laminated structure of the soft clay and the dominance ofIean or low plasticity silt seams. All footings, including the continuous wall footings should have a minimum dimension of at least 9OOmm. 2. Pavement Drainal!e: Considering the seasonal high ground water level, it is recommended that the granular base course below the paved parldng and entrance drive, contain a continuous filter wrapped perforated subdrain placed along the south, down-gradient margin. The drain should be installed a minimum of3oOmm into the clayey subgrade and be bedded in clean, select free draining aggregate. The'drain(s) should discharge to a gravity outlet 3. Seismic Site Resnonse: The structure should be designed for the minimllm earthquake loading with a Seismic Force Resisting System (SFRS) based on a site classification of" E" for the "soft" ground encountered at this site, in accordance with Table 4.1.8.4A of the 2006 OBC. ...n. ., I , , ; ! l , I , I . I , , , i i , J: : 1 11 ; i , I , j i ~ , , II ; ! ! ~ ,j Eric RUdell May 16, 2007 Page 2 I I I' I I I I I I I I I I I I I I I I 4. Soil Resistance Pressure: The'subsurface soils encountered at this site equate to a soil type (c) of Table K-9, equivalent to a "fimi clay". Considering that the proposed structure will b~ ~y underlain by an average Standard Penetration Resistance of 6.8, it is our opinion that this soil type is applicable for support of shallow foundations, notwithstanding that the "fuln ~Iay" crust is underlain in turn by a stratum of soft to very soft clay-silt The recommended pre-loading program is expected to rectify much of the serviceability limitations of the qeleteriqus underlying "sRft" clay. ,. Footings designed in accordance with the recommendations outlined by'the Gibson AssoCiates geotechnical report where a surcharge loading pre-treatment program has been properly Carried . out, may be proportioned for aServiceability Limit State (SLS) 0{57.5/cPa (1,2000 pst) to . limit long term ultimate settlements as required by the OBC. ' The reconunended factored geotechnical resistances at ULS for use at this site, should be limited to 215 kPa (4,500 pst). L . 5. VaoourBanier: It is understood that the base course below the planned concrete floor slab will consist of 200nun of compacted 19mm clean stone. As such, it is our opinion that a polyethylene vapour banier is not needed for the control of moisture migration from the wet, clayey subgrade soils ' We trust that this addendum to our geotechnical report meets your inunediate needs. Please contact our office should any questions arise. Yours truly, GIBSON ASSOCIATES Walter H. Gibson, P .Bug., M.Sc.(Eng.) Principal Cc: Josh D. Lombard, P.Eng., Roney Engioeeriog Bruce Taylor, Municipality of Clarington I '1 I I :1 I ~ i I U i ;~ . , . ~ 11 11" , I " I fl i J I (I I, ! III ['J IU I. .,'..1 .-' I 'i ~ 1'1 '1 IU Ilr, It j l i III -J 1,\.1 :lJ ( , 1;.,;;> I ~;,.i ii J II:'; , , II IU : I ItJ (j;1~ ''l/Il. 1991Ltd. P.o.llcx 148 IlowmarMDe Ontuio LIC 3K9 Tekphooe (905) 987-4667 Facsimile . (905) 987.{)S81 CONSUlTING ENGINEERS In the ENVIIl.ONMEl'IT. EAIml SOENCES Mr. Eric W. Riddell, OM, Associate Shoalts and Zaback Architects Ltd. 4 Cataraqui Street, Suite 206 Kingston, Ontario K7K lZ7 April 20, 2007 Dear Mr. Riddell: We are pleased to enclose herewith our Report, "Geotechnical Investigation, Newcastle, Branch Library, 150 Kings Avenue East. Newcastle, Municipality ofClarington, Region of Durham". The report outlines the soil and ground water conditions encountered during the field explorations and provides an asseRsment of their engineering properties appropriate to the foundation design and earthwork construction of the proposed structure. We trust that this report is sufficient for your present needs. Should any questions arise or s~ould you require additional information, please contact our office. Yours truly, .. ASSOc:u.nS "~",'.,""",."",.""""""".",,,~,,""'.'.."""~"""'1'."""",.. . . . . . . - -, . ' . ", - ,. -' . -'. ''',' . .., . . "," Walter H. Gibson, P.Eng. Principal WHG n .D 'tl 1.11 , 1\ ~ iii 11,1 REPORT GEOTECHNICAL INVESTIGATION NEWCASTLE BRANCH LIBRARY 150 KING AVENUE EAST, NEWCASTLE lij II . '. '\' INTRODUCTION' J This report presents the results of a geotechnical investigation for the proposed Newcastle Branch Library at 150 King Avenue East in the village ofNewcastIe, Ontario. The site is situated at the Newcastle Memorial Park, two blocks east of the main intersection at Mill Street, and some 900m north of Highway 401 as shown by the Location Plan on Plate 1. The proposed library will be located at the south end of the 1.656ha (4.l-acre) park in part of ,Lot 19. Concession 2 of the geographic township of Clarke, now in the Municipality of Clarington, Region of Durham. The . subject lands have been used for recreational pwposes as a baIl diamond for over seven decades. The proposed facility will be constructed as a one-storey steel structure with a slab-on-grade with no basement Information regarding column and wall loads is not known at this ~. 'h !. II . , , ',' i. ~ 1 U L:~ I' . ~ L~ . . .1 iJ Authorization to proceed with the investigation was provided by Shoa1ts.and 7...hs."k Architects Ltd. on behalf of the Municipality of Clarington by facsimile on M~ 8, 2006; , The investigation confunn.s to the work scope outlined by our proposal to Shoalts and Zaback dated February 16.2006. j 1 ,. I U ! ! u The tactual data, interpretations and recommendations presented in ~ report' pertain to a specific project as described in the report, and are not applicable to any other project or site location. Should the project be modified in concept, lOcation or elevation or is not initiated within two years, Gibson Associates should be allowed the opportunity to assess whether the recommendations are still valid. ' . . Ii \ U ~ PURPOSE AND SCOPE . ! Xl (j The purpose of this investigation is to define subsurface soil and ground water conditions, and based on an interpretation of the soil exploration data, to develop geotechnical engineering recommendations pertaining to foundation support, earthwork construction, and pavement design appropriate to the site. The scope of work has included the following: ~:; U ..' '~ r j .~ liJ..... ! ) i l 1. Review background technical literature including our project files relevant to the' site including geology, physiography, shalluw soils and ground water resources; 2. Obtain clearance locates for underground services from Ontario One-Call and Cable Master; - Gibson Assoclatf!$- I I I I I I I I I I I I I I I I I I I Proj",t No. G-/ / 059-010 Geatl<hnico/ tnv.stlgali.... N....cosil. BratU:h Librory ./JO Dng ,1_ EAst Nnr=iI., On/Qrlo 2 3. Explore shallow soil conditions by drilling and sampling ten (10) test borings to depths of at least 4.5m. 4. Assess tire pertinent soil engineering properties of the soils encountered by means of laboratory testing on selected representative samples; 5. Install standpipe piezome/ers in selected borings to facilitate the monitoring of stable water levels; and 6. Outline our findings and conclusions in a final written report together with our recommendations for site preparation, foundation support and earthwork construction based on the results of the field and laboratory test results. The scope of work was expanded by extending the depth of six of the ten borings to depths of 9.lm to 1 104m due to the soft to very-soft "clayey" soils encountered at the site. A progress report of the initial findings of the field explorations was submitted by email to the architect and structural engineer on March 14, 2007. FIELD EXPLORATIONS Subsurface conditions at the project site were explored by drilling, sampling, and logging ten (10) test borings at the locations shown on the Plot Plan. on Plate 3. The field explorations were canied out on March 14 and 15, 2007 using a CME ssm muskeg tractor mounted power drill rig equipped for soil sampling. Four of the borings were advanced to depths of 4.3m to S.Om below existing grade and completed in the soft to very soft "clayey" stratum. Six (6) borings were extended to depths of 9m to 11.4m and completed into hard to very dense supporting soils. The soil drilling operations for this investigation were canied out under the supervision of an CKpCrienced engineering technologist from our office. This individual obtained representative samples and maintained a detailed log of each test boring. Generally, the soil samples were obtained by lISing a sOmm 0.0. split barrel sampler driven in accordance with the "Standard Penetration Test' procedure (CSA Standard Al19l - 1960). The log of each test boring is graphically presented. on the Borehole Records in the Appendix, The soils have been classified according to the Unified Soil System, also depicted in the Appendix. standpipe piezometers were installed in five (5) selected borings. All borings were backfilled following the completion of the drilling. The location and ground elevation of each boring were I iJ . Gibson A$soclates. .~ J r jJ , ..f 17oj"" No. G-J/J'NJ20 Gooudrnica/I_tlpi"", N<WCaStIe Branch Library ISPJ:JlJgA__ Eiui, l'INdGttk;.~ surveyed Ivan Wallace, Ontario Lands Surveyors. It is understood that the elevations were referenced to Canadian Geodetic Datum at mean sea level I,ij :' ~ l, ~ ~ n , u \, Ground water levels were observed during and following the drilling operations. The results of the water level monitoring are presented in the Appendix and summarized on the individual Borehole Records: see Appendix. All soil samples were returned to our laboratory for further detailed examination and classification Natural moisture content determinatiOllS were conducted on all samples to aid in their classification and analysis. The moisture test data are shown on the respective Borehole Records. Four (4) Atterbergplasticity tests were conducted on the native. silty clay to assist with the material identification and classification. Particle grain size distribution analyses were nOt canied out on the fine grained materials. Rather, classification of the "clayey' soils relied upon the field tactile classification of the samples recovered, considering the varved and laminated structure of the "clayey" soils encountered.. .' ~ " ! ( ~ 1 I 1.1 f ~ U i! IA SITE CONDmONS SURFACE CONDmONS '1 II U J I . . U The 1.66ha property consists generally of an open and cleared parkland that has served as a ball diamond for many decades. The site lies in the Foster Creek drainage basin: see Plate I. However, local drainage appears to be imperfect. Maximum relief across the immediate site is on the order of 2.5m: Plate 2. The topographic high occurs at the north-east comer of the property at about Elevation 10 1.5m with the low in a flat lying area at the south-west comer. . , U u GEOLOGY t? U .' I LJ , 1 U II t:J U The physiograp~y and distribution of sediments within the region are the result of extensive glacial activity during the Lake Wisconsin Substage of the Pleistocene Epoch (10,000-25,000 years before present)I, The site lies within the relatively flat lying physiographic region known as the Upper Iroquois Clay plain,2 an area mantled by massive and laminated lacustrine silt and silty clay associated with the deep water deposits of glacial Lake Iroquois. The clay mantle in turn, I CIo_ LJ. tUI4 ~ D.F.IU4. TIoI P/rfliognzpJry ofStnllM,. On/Qr1D; 1hmiulm"", On. Gfol. Swwy Yo/. 2, MI.. ./N.. - 2 Grarmor. CP.. 1157. SwjIcl4l GeoJcg, of'th. Lindzay-P...,."",.. A,..... 0rrIari<>, I'1ctrma, ~ 00vIIam and Nort""","rlIDrJ C_tiu, _; GfoI. Swwy Can.. Mo_ 2JIl/ - Gibson Assoc/ates- '# I I I I I I I I I I I I I I I I I I I I I I I I'H I,ij I ~ I ..'/ : li ,~J I I I J I '! ; i ~.J, II I! '--' IU I U I U Ill.1! IU IU IU IUJ n ] ] Prajt'" No. G-llJ9-lJl0 a.ot<<lmka/ /JWeJligatian, Ntwf'tulle Branch Librory l:JI1Ki11gA..,.E4It lI.~tit,. Qnl{JIW of overlies a thick stratum of glacial drift (Bowmanville Till) at depth.3 The surficial soils have been mapped for agricultural purposes as U Newcastle Loam"', a varved silt and clay that exhibits fair internal drainage due in part to the rolling topography. The underlying glacial till stratum usually extends to bedrock. Local geologic maps indicate that the silt tiU2.3 (Bonehead Loams) crops out through the clay mantle on higher lying terrain some 350m to the north-east. An abandoned shoreline of the former glacial lake occurs as a raised gravel terrace some SIan to the north2.3. This physiography is consistent with the results of this investigation. Bedrock underlies the site at a depth of about 22m.4,s Bedrock consists of flat lying grey shaley limestone of the Lindsay Formation of Upper Ordovician age. SOIL CONDmONS b. . .)j General The subsurface soil and shallow ground water conditions encountered in the test borings as well as the results of the field and laboratory testing, are shown on the appended borehole records. The records summarize the details of the fieldwork including soil c1as..;fir.ati.on, iriferred stratigraphy, Standard Penetration Test indices (N-values), ground water observatioDS, and laboratory test results. It should be noted that boundari(lS between the soil strata are approximate, and represent a traDsition from one soil type to another based on inference from driI1 hole observations and no-continuous samples. The indicated boundaries should not be inferred to represent an exact geological plane. Conditions may vary s!lmewhat between and beyond the test boring locations. Generally, the revealed stratigraphy consists of a veneer of topsoil, underlain by a layer of soft silt. and silty clay over a stratum of sandy s.ilt till at depth. These soils are briefly described in the following sections. Topsoil The borings revealed a veneer of dark brown silty topsoil. Where encountered, the topsoil ranges from 280mm to a maximum of about 400mm (Boring B-1) in thickness, but nonnally averages about 3l0mm thick. Field mois.ture contents average about 37% by weight. The topsoil contains :line ] ~ To&, 1!I'J1. Sllrjickd GeoIQg, qflM 0.-.04_ Nn JOMIl!. zoutIoem Ontorio: Geol. S.7Vq qfCm.. Open File 3331 4 H..... KH., MltdldI,D. MIl IC"""", ".F.,I"3. B_k.T~ _ana: Olll. Geol Su7Vq. Prelim Mop I' 3192 S W.bbo,. W.. M""",,* F.F. and /lIcIumU, N.R., /946. SOU s..".,. ofDwlrtlm Counlv; A6rl<oL R... Sr., _ SoU Sruvq, "'P'" No. " - Gibson Assoclates- 'n' , , , i i Projrel No. G-II j9..020 G.OIrc:hniazJ J....stigati'l" N<WC4Stl. Bnmch Librwy 1$OJ(p.g~Emt.'N_!l?-d~ ~Io 'y", I } Ijl ,il J .~ ~ ~ .JJ, rootlets and substantial organic matter. As such, it offers little engineering value with regard to structural support. Silty C1av The dominant soil1ayer encountered by this investigation consists of a layer of varved silty clay. The clay was encountered by all borings directly beneath the topsoil. The full thickness of the clay layer was penetrated by six (6) and the ten (10) test borings. The clay layer ranges in thickness from 8.4m (Boring B-9) at the north-east comer to a maximwn of 9.6m (Boring B-8) at the west margin of the site: average thickness of the clay layer is 9.Om. J I U The silty clay exlu"bits a varved and laminated structure and a medium to low plasticity, based on a tactile examination of the samples encountered. The varved clay contains zones with laminations of thin seams and lenses of fine sand, rendering the clay layer to exhibit a low. to intermediate permeability. The laminated structure was evidenced by the fairly rapid response to ground water seepage. II I; LJ The Atterberg (plasticity) chamcter of the clay was defined by four (4) laboratoiy tests .on representative samples at Borings B-3 and 8-6. The test i'esu1ts are tabulated below with their corresponding indices. The results are graphically presented on the Plasticity Chart in the Appendix. u u PLASTIqJY, TEST DATA Field Liquid Plastic Plasticity Liquidity Boring .Soil Tvoe Moisture Limit Limit. Index Index B-3 @ l.Om CL-ML 22.4% 15.7% 11.8% 3.9% .037 B-3 @ 3.2m ML 16.2% 31.1% 27.8% 3.3% B-6@ 205m CL 23.7% 31.2% 23.2% 8.0"10 >1 B-6@4.8m CL 26.9% 26.9% 16.7"10 8.4% 0.82 li I d !', I , I '..J I! U II Ll The results indicate that the clay material generaIly confonns to a low plasticity clay and silt (i.e., a "CL-ML" soil type), based on the Unified Soil Classification System (USCS): see Appendix. The plasticity test data were sensitive to the varved nature of the clay. I'i u Generally, the clay bas a distinctly varved structure. reflecting the depositional environment. The natural moisture content is usually less than the liquid limit, indicating a general lack of sensitivity to disturbance. Field moisture contents of the clay were found to range from 16"/0 to 43% by weight, tJ U - Gibson Associates. j I I I I I I I I I I I I I I I I I I I II II ,.~ I] 1 I.u In Il.~ I n I :~ , tl \ lJ : :~ d I Ii d 1 ii' I. III Lj III J III U IU IU IU IL IW Project NQ. G-1159-fJ20 G._hnu:oIIIMI$ligaJJOII, N......tl. Branch Library lsoK/lti,t....l4#.lIfl'11Ct1.J1/.. OtItt>rIo ~ but normally average about 23.3%. The average field moisture is substantially higher than the optimum moisture for proper proctor compaction: optimum moisture is expected to be about 16% The main feature of the clay layer is the "soft 10 very soft" consistency (i.e., relative stiffness) below a surficial mantle of firm to stiff clay crust. Above a depth of 1.4m (B-I) to 4.2m (B-6), the upper zone of the clay layer is classed as ''firm'' to ~Sliff', based on Standard penetration test N-values that range from 4 to 11 blows per 30 em. The N-values in the surficial mantle normally average about 6.8 blows, reflecting a "firm" crust above the softer clay at depth. Where encountered, the clay crust averages 2.6m thick. The crust appears to be thinnest at the south-west comer of the site: i.e., Borings B-3 and B-4: see Plate 4. Below the surficial crust, the consistency of the clay is significantly lower and reflects a "very soft' to "110ft" consistency. N-values in the "soft" zone range from les than 1 ("I.e., the weight of the drive hammer) to a maximum of 4 blows: the average N-value is very low at 1.9 blows per 30 em. The presence of a "firm" crust in the surficial mantle is interpreted to be related to earlier geologic desiccation. Five of the ten borings were continued below a depth of 5.Om by advancing a dynamic cone penetration test to practical refusal: see logs for Borings B-1, B-3 and B-7 to 809. Cone resistance through the "soft' clay ranged from 1 to 8 blows but averaged about 4.3. blows per 3Ocm. The cone penetration testing also defined the depth to reach dense supporting soils. Based on the results of the foregoing explorations, the inherent soil engineering properties of the clay layer to this project are: ) High frost susceptibility and medium water erodibility. ) Moderate to high adfreeze potential ) Low relative permeability with an estimated coefficient of hydraulic conductivity in the order of 10-5 cmIsec. The COuesponding soil percolation (T -time) is about 20 minlcm. ) Shear strength is derived mainly from consistency and thus, is inversely dependent on the field moisture content. ' ) The field moisture is generally wet of optimum. Use of the native clay material for engineered or compacted fill will usually require special treatment, such as drying prior to placement to achieve proper proctor compaction. ) Generally, a marginal to poor foundation and pavement supportive material, with an estimated California Bearing Ratio (CBR) ofless than 3%+; ) Moderate settlement potential to earth support foundations; and ) Long term cut slopes below the water table are expected to be stable at about I.SH to 1.0V. - Gibson Asso'ciates. n li.n :1 n, . ~ .: Project No. G-ll J9420 Geo/ecMical bwuligalion. N-=tk _ Library IjO~~Eqgi(~ """"*' Silt Till A stratum of very dense glacial sandy and silty till normally underlies the clay layer. Available geologic reports indicate that the silt till stratum extends to bedrock. Dense silty till was encountered below the soft clay and confirmed by two borings at depths of9.0m (B-6) to 9.lm (B-1) below grade. It is interpolated that a further three borings were completed into the dense silt till by cone penetration testing: i.e., Borings B-3, B-7 and B-9. Boring B-8 was completed into very bard and indurated varved silty clay (N = 56). A layer of very dense gravely sand was noted interbedded a shallow depth of 104m to 1.6m into the silt till at Borings Bl and B-6. , n" " . 'l' 1,> I,' '1 I I i,lJ 'h , ,IJ' '. , I , !1 ji llJ Where encOlUltered, the till exhibits a heterogeneous and well graded texture that is typical of glacial drift. The till contains a full sp~ of soil particle sizes that range from clay through to gravel and cobble sizes. However, silt and fine sand sizes predominate. Large cobbles and boulders were not encountered during the site explorations, but are expected to be present below the site. Generally, the till conforms to an "ML" soil type (USCS) based on a tactile examination of the samples recovered. h , If 1\1 \, ("J ' I 'tj '1- '1 \M :~ iJ The main feature of the silt till is the very high relative density. Genenill.y, standard penetration tests yielded N-vaIues that range from 34 to over 100 blows per 3Ocm. The rdative density may be classed "very dense". Field moisture contents of the silt till range from 11 % to 13%. '!" b:,,' \j Based on the foregoing properties, the silt till is considered to be an excellent foundation supportive material in its native, undisturbed condition. , t L, Bedrock . J Bedrock was not encountered to the depths explored for this investigation: Le., 11.4m.deep. Shaley limestone bedrock is interpreted to underlay the site at a depth of about 22m. !l', \~ GROUND WATER CONDmONS l' ! ~ U t.J Free ground water seepage was observed in most borings during or immediately after the drilling operations. Generally, ground water response was observed to occur fairly rapidly. Ground water levels required only a few hours to reach stable conditions. Seepage was observed flowing from the sand seams and lenses within the clay layer. Regional ground water is interpreted to reflect the ground surface topography, and to flow toward the south-west. J J ~ , J A 19mm standpipe piezometer was installed in five (5) selected boreholes upon completion to permit the monitoring of stable water levels. The results of the ground water monitoring are u - Gibson Associates- 7 I I I I I I I I I I I I I I I I I I I I I :] I J I J I :J II I ~. III l i I ~! II IIJ II I"; U I 'I U 1'1 " '1 U I rl 1'1 '.r) IU IU IU IU IU IU Proje;:/ No. G-II S9.{}20 GeolB:Mk:all""'.tigati.... NewcrB/U. IHanch LilmJIy I SO King AwllW Ea&~ NrNcas/l", Dlllarlo tI presented in the Appendix. The water level data are summarized below. Seepage Stable Ground Water Borehole Ground Piezometer Water Level' Elevation! Depth (BGS) Encountered Depth (BGS) Elevation B-4 98.04 3.04m Yes 0.95m 97.09m B-5 98.79 3.04 Yes 0.93 97.86 B.7 98.27 3.04 Yes 1.37 96.90 B-8 98.40 3.04 Yes '1.05 97.85 8-9 98.71 3.04 Yes 1.32 97.39 Nata: I. Elevations S1IT'Ieyed by Ivan Wallace, OLS. OBflIJed 011 water level ObservatlOM 011 March 19, 2007. BGS - Denotes depth Below Ground Surface. Based on the foregoing data and the time of the yew: of the ground water level observations, it is inteIpreted tbat the seasonal "high" ground water level may be expected to occur at or very near ground surface. The observed water table dips gently to the south-west at a gradient of about 0.001. COMBUSTIBLE GAS Field soil vac (volatile organic compounds) measurements are widely used as a field screening technique and indiCator for volatile organic concentrations in the soil. Field soil vapour measurements are used to aid in detennining the extent, if any of conlam;nmjon and to direct sampling for laboratory analysis. Soil samples from the top 1.5m of the shallow overburden at all borings were analyzed in the laboratory for soil vac in the sample headspace. Soil vapour testing was carried out using a polyethylene bag system where the probe of a Gastech Ine. meter (Model 1238MB gastechtor) is inserted and the petrolewn vapours are read with the instrument set for methane exclusion, calibrated with hexane. Elevated soil vapour levels are generally indicative of the presence of volatile petroleum hydrocarbon products such as gasoline and to a le~ extent, diesel and fuel oil., No subsurface fill material was encountered during this investigation. The results of VOC vapour testing in the I!ative subsurface soils indicate concentrations of combustible organic vapours in the range of 0 to SO ppmv. These levels, in our opinion, are representative of ambient background conditions attributable to natuIally occurring soil gases. These levels of soil gas pose no safety or environmental concerns. . Gibson Associates. J Project No. G-JJj9-020 GeotechnicolI.....tigollon, Newcostle Bnznch Ubrory i${JXUrgAV-iiflitEM. N~ CNIiflo 9 'I J '. ~ d , I , i I j II U CONCLUSIONS AND RECOMMENDATIONS GENERAL Supporting data upon which our conclusions are based have been presented in the foregoing sections of this report. This section of the report provides an overview of the geotechnical design aspects of the project, based on our interp.ellllion of the test boring information, the projected ground water conditions, and our limited understal1rling of the project requirements. The information in this portion of the report is provided for the guidance of the design engineers. ~ents provided herein that pertain to construction are provided only to highlight aspects of construction which could affect the project design. Contractors bidding or undertaking any' wade at the site should satisfy themselves as to the adequacy of the infonnation for construction and make their own interpretation of the factua1 data as it affects their construction techniques, schedule, equipment capabilities, sequencing and the like. , . . U , q I", Information regarding structural loading were not available at the time of this investigation. The location of the proposed structure and finished floor levels were obtained from a concept Site Plan provided by others. u u u , 1 U U ! I tJ .' Based on the resu1ts of this geotechnical investigation, it is our opinion that the site is suitable for the proposed development, provided the deep foundation ~ 'or alternatively a pre-treatment surcharge program is carried out as discussed herein. The revealed stratigraphy consists of a layer of soft to very soft silty clay from 8.4m to 9.4m thick, over a stratum of dense sandy silt till at depth. Bedrock occurs below a depth of about 22m. Six of the ten borings were completed at "practical" refusal into the underlying dense silt till or the very hard clay. The seasonal high ground water table is expected to occur at or near ground surface. The soft clay layer is the principallimitalion of this site. In our opinion, the most positiVe form of structural support consists of driven or augered piles established into the underlying dense till or very hard clay. Special care will be needed to handle the ground water seepagll. encountered. Details regarding our conclusions and recollllI!eJ:Idalions are presented in the foll,owing sections of this report. Ii I' tJ I' U , I I] , , , , U .SITE GRADING It is reco=ended thiit the existing ground surface be stripped of all topsoil, vegetation and any unsuitable till or ~c material, and be removed from the building and pavement areas prior to co=encing earthwork. The completed subgrade surface should then be thoroughly proof rolled using suitable "non-vibratory" compaction equipment prior to placing any till for the parking or building subgrade. The proof rolling operation should be c:arefuliy examined by an experienced geotechnical insPector with regard to detecting any loosc'softlwet or other deleterious zones in the . Gibson Associates- I I I I I I I I I I I I I I I I I I I I I .n I ,n !l I ,ij 11.n ! '1 1,1 I ',~ ~ jf I ',ij , , IJ , , :a Jl 111't \.~ l'j IJ IJ I ,~ , , J I iJI I Projed No. 0-1159-020 Goo<<clrnlt:al [1IH>ligation, N_tl. BNllICh Library m X1lig......... Eii#41/'W<i#1i. OnIarlo 1/1 exposed subgrade. Any deleterious zones should be locally excavated and removed, and be replaced with select, imported granular fill material. DRAINAGE Based on the ground water conditions encountered in the, boreholes, it is anticipated that some ground water seepage will occur in shallow excavations at this site. However, ground water was observed to stabilize at sballow depths ofO.7m to l.Om below grade. The seasonal high water level is interpreted to occur at or very near ground surface. Thus, all foundations should be provided with a perimeter weeper drain consisting of at least IOOmm perforated pipe with adequate filter protection. The drain should discharge to a gravity or other positive frost-free outlet The perimeter drain should include an extension under the floor slab. Care should also be taken during and following stripping operations to direct all surface water awaf from any open excavations. DEEP FOUNDATION SUPPORT StructuIallo~ and the elevation of the finished floor and footing subgrade levels for.the proposed building were not available at the time of this investigation. It is understood that the building will not contain a basement. Rather, most floor loads will be supported by a structural grade beam or slab- on-grade, or alternatively by shallow earth supported footings. The presence of a thick layer of soft and compressible clay extending up to 9 Am below the proposed building, imposes a significant limitation on the use of conventional earth-supported spread and continuous wall footings. It is our opinion that the potential for long term total and differential consolidation of tI;1e soft to very soft clay for shallow earth-supported footings, is expected to be significant and wi1llikely exceed the level of tolerance normally accepted for this type of structure. IU IU IU III The proposed schedule for construction of the proposed building is not known, nor is the desired occupancy' date. Thus, construction scheduling may allow for an earth stircbarge pre-loading program to minimize much of the long-term post-<:onstruction settlements of the structure. It is estimated !bat the time-rate of consolidation for the underlying clay would I1XJ.uire a minimum period of 4 to 6 weeks for surcharge fill to induce approximately SOCia of the anticipated maximum long term settlement Up to 4 months would be needed to achieve 90% of the minimum ultimate settlement It is not known whether a pre-Ioading surcharge program is feasible for this project It is recommended that the most positive form of foundation support for the proposed building would consist of deep end-bearing driven piles or sma1l diameter augered caissons. Piles or caissons would transmit the foundation loads of the building through the compressible clay substratum to the . Gibson Associates. n ProJ<<lN.. G-llS9-020 Geol4t:ludcoJ Invuligotitm. NewctlSlle Brandl Library 1J1l~A....Etiit4Jl~e. 0Iu_ , 11 " n underlying bard and very dense silt till stratum. A displacement type of pile foundation, such all closed end steel tubes or pressure treated timber piles, or alternatively, In angered caisson is recommended for this site. ' .1 ,~ l~ As a preliminazy guide, steel pipe piles driven for the proposed structure are expected to penetrate approximately 1.5m to 205m into the bard, competent bearing soils (i.e. the silt ti1l). The depth to the dense supporting soils is indicated to range from approXimately 804m to 9.4m below grade: see page 6. Thus, the tips of driven piles are expected to,leach a depth of about 11m to 13m. However, the actual penetration of driven piles may be expected to vary between individual piles. I, .IJ' L ~;, It is recornm...,ded that the maximum net allowable capacity for individual piles driven to practical refusal and achieving full end-bearing resistance, be assigned as follows: D ~ !j Tunberpile: 200mm tip Steel pile:' 175mm pipe (00408" wall) Steel pile:1 225mm pipe (0.408" wall) - 140kN (16tons) - 445 kN (50 tons) - 670 kN (75 tons) I, , 11 ,I) j The piles should be driven to a predetemIined set established by the Hiley fonnula. This set can be . established only after information such as ~ type of pile driver, mass of ram and anvil, energy per., blow of the ram, and size of the pile are knoWIL It is important that the pile driving operation be ~ cmied out under the continuous inspection of qualified and experienced geotechnical persoIll1eJ who will establish the set and verify that the piles are properly driven to reach a competent bearing stratum. It is also recommended that the geotechnical engineer be permitted to review the contractor's proposed pile-hammer relationship prior to commencing work, to permit an evaluation of a reasonable and ~e pile set criteria. For puIpOSCS of preliminary design, all steel pipe piles should penetrate a minimum of 15m into the bard and very dense till and be driven to the following set l] l!l j J J Minimum Set7 .' and - 7 blowsl"mch ' - 19 blows for 3" (75mm) consecutive ; II " I' ." l..,J These preliminary criteria will need to be reviewed and properly asSessed following selection of the contractor's equipment and the initial pilot driving of at least four test piles. J J Alternatively, an augered poured-in-place concrete caisson may be considered for deep foundation 6 SIl:ol pipe pilos ore """""" lObe c1...-cadcd willi .25........ pIafo ood fiIIc:d wit!l20 MPo........ , it U 7 Based.... diesel b....... dm:1oping 1l1aat22.'OO _ _ -.,y, _.. 0dmIg 0.12 J - Gib$On Associates. .11 I I I I I I I I I I I I I I I I I I I I I ',ij , 1 I J I ',~ I ,J I t~ \ h 1,:1 I t.~ , n II I .l~ , l U I U I !1 d I 'J I J I i iJ Iii d U I I u , l ."i ui IU IJ PrDjtdNo. G-Ilj9-020 G.alrduIIcD//nvatigtJliDn. Newcos1k Brt/IldJ Library Jj~lOnI~ ~ N~.. OrqDriD, 12 support. An augen:d and cast-in-place concrete caisson, established at least 0.5m into "undisturbed" very dense supporting silt till, may be assigned a safe end-bearing working capacity as follows: )0 600mm Dia. Caisson )0 7SOmm Dia. Caisson - 267kN (30 tons) - 620kN (70 tons) It is important that the caisson penetrate a minimum of 0.3Sm (14j into the "hard or very denseH supporting silt till ~tum. The end-bearing surface should, be properly and thoroughly cleaned of deleterious loose or overly wet debris and the excavation temporarily lined prior to pouring the concrete. It is caution,ed that a layer of water bearing sand and gravel was encountered interbedded a shallow , , depth in the till stratum by two of the borings. , .~ granular layer may pose difficulty in teIIns of establishing competent end-bearing support. The deep foundation system should meet the requirements specified in the Ontario Building Code (OBC). All grade beams and shallow earth supported foundations exposed to weathering and in lInn_....l ~ should have at least 1.2m of earth cover for protection against frost action. It is understood that Jl!) additional fill placement is envisioned at the ~ envelope above the existing grade. The pile and caisson capacities given above have excluded the negative skin ftiction generated by :fill placement. Should the exterior grade be raised using areal fill, the capacity of the individual piles lII!d caissons would need to be reviewed to account for posmole negative skin ftiction loading. SHALLOW FOUNDATION SUPPORT Based on the resUlts of this investigation, it is our opinion that the site would require pre-treatment to peIInit the use of conventional earth supported isolated spread and continuous wall footings for columns and load bearing walls, respectively. An earthfill surcharge loading program, coupled with a modest allowable soil bearing pressure, is recommended should consideration be given to the use of shallo'Y footings. As mentioned above, it is our experience that a minimum of I.Sm of granular :61l would be needed for a period of at least 4 to 6 weeks to develop the long-term soil consolidation anticipated for the planned structure loading. It is recomm~dPd that details of the surcharge loading be developed in consultation with the structw:al engineer with regard to fill height, time ftame and the need for concurrent settlement monitoring to verify the actoaI :fill settlement. . Gibson Associates. ,n i,D ,~ ',~ ,:1 Project No. G-lIjg.q}.O GrotWurkDI /nvatigatlon. NewcDSll. BnmdI Lilmuy !S!J King ~ Eiot,Ntwci#tlit, ()wiQrjo Following the completion of the surcharge program, all shallow footings should be founded into the stiff to firm clay crust using a minimum footing width of 900mm. The footings should be proportioned for a safe allowable bearing pressure of S8kPa (1,200 pst). This is a net pressure ahd is intended to apply to all downward applied loads, but is exclusive of the weight of the foundati~ and any overlying backfi11. Under no circumstances should footings be poured over construction debris, frozen subgrade or within ponded water. , il " , t!J Where stepped spread footings are required for coDStlUction, the difference in elevation between individual spread footings should be less than one-balf the clear distance between footings. In addition, the lower footings should be constructed first so that if it is neceSSlll)' to construct the lower footings at a greater depth than contemplated; the elevation of the upper footings can be adjustel1. accordingly. Stepped footings should be constructed in accordance with current Ontario Regulation. , L~ ',ij il.ij 1~ !~ All exterior footings or footings in unheated areas which will be exposed to the full effects of the frost should be founded at least 1.2m below the lowest adjacent finaI grade to provide protection against the potentiaI damage due to frost action. Footings protected from the effects of :frost such as interior footings, can be established at higher elevations provided that stiff undistuzbed native soils are available. Footings designed, cons1ru<:ted, and inspected as recomm""rled above are expected to undergo IIllIXimum differential settlements in the order of 2Smm, approximately. This magnitude of estimated long-tenn settlement is expected to occur fairly rapidly, within approximately 3 to 4 months, considering the presence of the buried laminated sand seams within the soft clay. : 11 ii~ !j III U Generally, the Dative silty clay is expected to be susceptible to disturbance by construction activity, especially during wet weather. Care will need to be taken to preserve the integrity of the native undisturbed soils as a bearing stratum. It is recommended that prior to poUring concrete, the subgrade at the footing excavations should be inspected by experienced geotechnical personnel to verify the bearing capacity and that suitably competent and undisturbed native materia1 have been exposed at the bearing level that is free of ponded water and loosened or soft material. Concrete for the footings should be placed as soon as practica1 but not more that 24 hours after excavating and should be bacIdilled as soon as practical thereafter. j, 'I 'L3 : Ii [j JI [J . , I, 'I' '.1,11 U J - Gibson Associates. 1~ I I I I I I I I I I I I I I I I I I I I I ,n I I ,~ 'n Ii -ill Projecl No. G-1IJ9-020 Gootechnicol i.....tigotion. N~ Bronch Library l!oKI/lg~~ N....."."k, 0-10.. 14 EARTIlOUAKE FACTORS I II!,~ 1" Ilii~ I !,liij ! h Il,t;~ : ~ 1;;\11 ',:J I~. i'l ' I 'LJ I:'J I:; h ,J, Ij I tl I, 13 I 'I 'L!! I ' it ir t~ I.J , IJ I ij The building structure should be designed to resist a minimum earthquake force calculated using the following factors: F - FOImdation Factor 1.0 V -Zonal Velocity Ratio 0.05 The foundation factor (F) is based on inteIpretation of the National Building Code (NBC - 2005) for the subsUIface soil conditions encountered at this site.' The Clro'Idian Foundation Engineering Man1llll (1985) provides a zonal velocity ratio for a Zone 1 earthquake. SLAB-ON-GRADE The native silty clay is considered "wet" of optiIDum moisture and to have low frost susceptibility. Careful subgrade preparation will be required for the use of any concrete floor slabs-on-grade. Where a floor slab-on-grade will be used, the floor area should be levelled and over-excavated where necessary to the design subgraddevel. The levelled subgrade surface should then be '. . ~'.l.~.,,,,'<';;:".~,!f."-~, thoroughly proof rolled with a Sllitable sheepsfoot compactor in coojuncti9ri ,with!g~cal . ,'"". '.""--'""" .... ~ .-,- ,., inspection. Proof rolling should be carried out to achieve a unifonn and co~ ~~ at ~ . " ,_ ;J;. .. ~~. _ . _I~" least four passes of a suitaple heavy non-vibratory roller. Remedial Walk SlioUidl\ii'ilitdertak:en . .'.A:., ~- on any disturbed, softened, or deleterious zones as directed by the geotechnical engineer. .' The floor subgrade should be raised to within 200mm of the underside of the floor slab, where . necessary, by using OPSS Fonn 1010 Granular 'B' Type 1 aggregate. The fill material should be placed in 25Omm,maximum loose lift thicknesses, and compacted to at least 98% of the Standard Proctor maximum dry density, per ASTM D698 (lateSt revision). The floor slab should be formed over a 200mm thick base course of clean select coarse aggregate, consisting of Granular 'A' aggregate conforming to OPSS Form 1010 requirements, or alternatively, 19riun clean stone. compacted to at least 100% of the Standard Proctor maximum dry density, per ASTM 0698 (latest revision). The concrete floor slab may be designed for a modulus of subgrade reaction of 40MPa (l5Opsifm.) . Gibson Assoclates- . , , r ~ I, J i'''lO Jj "1 !'J Project No. 6-1159420 GeotedWcaJ lmGligation, Newctutle Bnmch library lSOK/Iw~~,~"Oniarlo , , Non-structural floor slabs should be structurally separate from the foundation walls and columns. Saw cut control joints shoUld be provided at regular intervals and along column Iines to minjmj~e random cracking from shrinkage and to allow for any differentia! settlement of the floor slabs. In addition, to help damp-proof the floor slabs and to prevent moisture and paste migration during concrete placement, consideration should be given to providing a polyethylene vapour barrier immediately beneath the floor slab. A thin bed of sand can be placed above the vapour barrier to tiu:ilitate uniform curing of the slabs. Adequate curing of the concrete slabs must be provided for at least 3 days after concrete placement to avoid differential drying and slab curling. ~', i' . I J ! I [q , , ,',,! '.1 FOUNDATION WALL BACKFn.L It is understood that no basement is proposed for the facility. The following information is provided with regard to foundation wall construction. The seasonal high ground water table is expected to be close to grade. It is recommended that a properly filtered and perforated perimeter subdrain be provided at the footing level that leads to a pennanent $IIIllp or other frost-free outlet , Ii /1' -. rd rll .j; j L L! !J Considering the moderate adfreeze potential of the native; silty clay, the native clayey materials are considered to be unsuitable for use as bacldill ilgainst the foundation waIls. Therefore, it is recommended that select, imported, free-draining gninuIar fill, meeting the OPSS.l 0 10 specifications for Granular 'a' Type I ag8regate. bC "usCd as. backfilJ againSt the Cxterlor foundation waIls. As a minimum requirement, the granular backfill shouJdbe placed in a wedge- shaped zone defined by a 60 degree line extending up and back from the bottom of the rear face of the footing. As an alternative, backfill against interior foundation waIls may consist of select granular fill, meeting the OPSS 1010 specification for Select Subgrade Material. The native excavated soils should only be considered for use as bacIdilI when an approved synthetic membrane is installed against the exterior of the foundation walls. iI U , I U All backfill should be placed in maximum loose lift thickness of 300mmand be uniformly compacted to at least 95% of the Standard Proctor maximum dry density, per ASTM D698 (latest revision). HoweVer, heavy compaction equipment should not be used closer to the wall than the distance equal to the height of fill above the base of the structure. , , , ~ ! U 1\ U PAVEMENT i . ( i I Ll Genera1ly, the subsurface soils that will support the proposed entrance roadway and parking areas will consist of firm to stiff silty clay. These materials are considered to have "low" ftost susceptibility. The native soils have a relatively low modulus of subgrade reaction, estimated to , l i jj u - Gibson Assoclates- 1S I I I I I I I I I I I I I I I I I I I I I f~ I I i.~ I [J )'-1 : 11 1 :I~ : l : j I:, I i~ U Iu III tJ I U I Ii U 111 u 'U IU IU IU , I I~ IU IU Projecl No. 0.11594120 Geotofhnical Investiga1/tJn. N"""",d. Brrmch Library 15PKinr~~N~.O-i!> 16 be in the order of 15Opsifm. Based on the results of this investigation, the following pavement system is recommended: Asphaltic Material (OPSS 1150) .. Granular Material (OPSS 1010) HL3 SlJrface HL8 Binder Granular A Base Granular B Subbase {Type I) Pavement ElementTl1iC1<ness (mm) Light Duty Heavy Duty 40 40 50 50 Pavement Course 150 150 250 400 Prepared and Approved Subgrade The foregoing pavement design is considered suitable assuming a nominal 20-year design life, a timely maintenance program and a maximum volume of heavy irafiic' of about 10 heavy vehicles (e.g. trucks) per day. The above granular materials should meet their respective OPS specifications. Similarly, the asphaltic concrete should satisfy the corresponding OPS specifications requirements. The granular bases should be compacted to a minimum of 100% 9f Standard Proctor maximum dry density and the asphaltic concretes to at 97% of the Marsba1l density, as measured in the field using a nuclear density gauge. Prior to the placement of any granular fill, all topsoil and other deleterious materials should be completely removed. The exposed subgrade surface shQuld be thoroughly proof roIled to identify possible soft, wet, or other deleterious zones and inspected by the geotechnical engineer as previously recommended for floor slabs. Any soft zone so identified should be rectified in consultation with an engineer from our office. The pavement subgrade should be positively crowned and sloped to prevent ponding in the granular base courses that could possibly lead to frost heave, potholing or weakened sections. INSPECI10NAND TESTING Since the structuraI loading and elevations of the footing subgrade are not known at this time, it is recommended that the geotechnical aspects of the final design drawings and specifications be reviewed by our office prior to construction to confirm that the recommendations and the intent of this report have been met. During construction, foundation inspection and sufficient in-situ density tests and materials - Gibson Associates. ,n J ) ,i) ,ij J r~ i n d II Prajtci No. G-ll 194)20 Geottclutictz/ InvuJlgatimr. NewCDSt/e Branch Lfbrory JSO'KlngbeiililtEtul. Newctm/e; 0lr/Qrii1 testing should be carried our by qualified experienced geotechnical personnel to confum that the conditions exposed are consistent with those encountered in the test borings and to monitor COnfOIIllllllce to the pertinent project specifications. LIMITATIONS OF REPORT It should be noted that an EnvironmentaI Site assessment has not been canied out for this site. This report deals only with the a study of the geotechnical aspects of the proposed development. This report was prepared by Gibson Associates Limited for the account of ~unicipa1ity of Claclngton and for review by its designated consultants and regulatory agencies. The material in it, reflects the judgment of Walter H. Gibson, P. Eng., in light of the infurmation available to'him at the time of report preparation. Any use which a Third Party makes of this report, or any reliance on decisions to be made based on it, is the responsibility of such Third Parties. Gibson Associates Limited accepts no responsibility for damages, if any. suffered by any Third Party as a result of decisions made or actions based on this report. u u -000- f t II u The following are attached and complete this report: U d U . j U .1 IU ~ Plated Plate 2 Plate 3 Plate 4 Appendix . ," Location Plan Site Plan Plot Plan Clay Crust Soils Data . Respectfully su~tted, . . "f~'.~~,~~. . fl.'lT!lR0N .4B8~AtrB8 .,-" ~'-'''h':'>>, ~....~..~. [".:;~\) '.' ...... __ .' .., f.'~ , _ ' ., . ,,< /;. , .. n."," . I ':. ~:h ~~~1~7.,..f.~ .41j. ~ ','.- 1.,~;'; Waltera~ MSe.(El1g.), P.Eog. '\ '7. {';:-., '~::!l.' ," ", . .. . .... 'l,.,",,_r.!!. 1).;~J '"C.}_:t 1)\1;.'\(' . ...'~~~ . ~':;;'~~'~':' i_. , , .~ U . U . Gibson Associates. 17 I I I I I I I I I I I I I I I I I I I 11 'i .. .. \ ,~13I-o , -~1 I .r32.!J l"'~' :., ~."..:~_.~~._~'- -.....' :l: ~i, I' ",,"':;- ,~... \" l~'~'\\ ',' ". ....... '.\\ .... , /' "...:.: '>'" " ~' ...' 1 _ .,</ ., , \ \, .... ,{>"i >\,\\ """~'" . ,/' '"".; '\ ~', -~~ .... ........ ............., \ A .'\ \ (-\" 0, ," '. ( '-\-" .'\' \ ,...., .;..} ~ ...)_ - -'r,,- -.- ','.; .,......f \: '\ '_("* .' .,,, /. ' \ (, \ l:;l~ 7".; \, ' ~,', \\ -11 ,', , ',"," >, .~. . ."; "',_..,'" ","'\ ) '\"",!;.,J\" . '.-.' .".... "'"'\ \( \ --tP...~ .. \ \ .. " {'\ t" "\ ~ \\ /~~(\ ~w./ ~.y '.... ",," \" .. .{o! J ,.~'~ r"" _" " ,I",:"" \,'1, ~ ".,,'" '~' \\ .. A 'J' ",.", "~..:~, \ ~ \ '\'.' ......... I 1 (Jl .~. ,'!i ----- \. ',-<..>>-~C ~.........-,_., \; IJ '\ .......~... ...,,"(-1..... ,<': " ~ ,'U .l~.~ ~._. " \....,.',....'....'ii.).:' "<~ Jili ~ 5J I~~i 1li:1IlaU II nil ~~ i ; ~~ " S ,,~ Ii: "" \\ \ '~ \ ,: \ \. '1'. _. ~ ,... . ~T .. ' 't' -,\,' ''I\. \f 'w J~~ ."0: \ .' "'\. . ." G,J1"nso,' ,", N 'A~ CJ' S~bject Lands, 1.66 ha (4.09 """,s) LOCATION PLAN 150 King Avenue, Newcastle Scale 1:10,000 ',"10' ',! r'n l,t 1"11 i,\] '-~" . ' I ,i ::ij r:ij ~ 'I- ',Ij '. : ~ '-, , i R ',~ , ','j' j t U U \ I tJ. u 1 j u , . I LJ , I 6 , I t 1 8 U \ , , ~. -' ~~" "Cgll g = 1S:i:i II:II.U. , I E, :!l '" III, . JI . , . .y. ~i I :OJ,,", J n ~p' r . .. . Subject lands, 1,66 h" (4.09 """") . . SITE PLAN 150 King Avenue, Newcastle Scale 1:2,000 GI~N; , A$C1O),.fi$ .~~~-'~ I , I .'.~ I :!,~ IJ I [J IJ I ;.1 I :"~ I :~ u I II U I U III L I U IU ILl I ~J ; I IllJ I~ .~ I., !!" -"aoll I II .I~,iil I l; " .. u ~ ~UI 11: iIIlI6 I I I J-~~-~------~J , ~'~~ I ~, ~I ..L--1----" "__-L'~_~..1 " / G:~: 'I: I i "'571lm;fClllllo I I I I I I I i I i i : #200 : I ! .1" ,I Newcastle Memorial Park 'I (Area: f .6567 ha) i i :g i I I~ ,--"- 'I' iI' t~ ,,10 : r ~B-1D ~B-9 ~!i \ ! ! ~~ ~ Ii!: I [ ~-7 ~~ :~iOl t I Iii: i ! ~4 .~ ~ln\ #214 ", 08-3 ~-2 .a ~I~e I #106 I #11B I '. ii ' _ _ _ -1_ _ ~ n_ _ _ _ _J~ _ _ _ _ _ _ __J-l- - -- t .. KING AVENUE EAST LEGEND -0- .. BonIhoIe For This Invaigaflcn: Man::h '4-15, 2007 PLOT PLAN 150 King Avenue, Newcastle Scale 1: 1 ,000 '~~ ~'I=Nt!E- ..,...., stIo8b'-laMCkArdilllda Ud. ClI.a:n: ~ j ,lj 'l~ f1ij :l~ ;~~ U I d IJ ,'l iJ U U U : I U U U i, ~ , , )j i ! '~ U i * tj 8 .'!~;o ."Ia. .~ fil ;I II lii~ .'111! Ii'! i ii ~il .,. '". ,,~ . if .u II ! ! · _-oil!" , l-~--~-~--~, '. .' . ",->~ f ;/; /.t '\..'~~/' I:, i J; il \,/ ~ I ~L--r-----~__--,~__j-2~' . ..~ II I I'~ OQ,li>n. i I : II I I I 1 I I II' 1200 I j I I I I I N8IV!ia1!lleM~l'lIlk I .1 I (AIea:.l.6l;a7'l5ll t i ...1... Ii ru- r_.... a.' I~I; ! ... A...~1.. 0..... A"" I I :, "We.,.,. VClU.. ". I~I 11 ~':j ~&5 1~1' j! ~ <. ...~! ! [ ~- ~.. ~,~,! - ... i.... i ~,. CU ii'l -__~__~ -_____ _~~__ __ ____ __ JJ- - -- Note: Clay Cnlst Consists of Finn 10 Still' Clay WiIh N-Values That Rang. From 410 11 (Avg: 6.8) KING AVENUE EAST i . .. LEGEND' -0- .. Borehole FCI'ibla Invesligatlon: March 14-15,2007 Co - OonatosThldu1...or_CrIlalpn_. * . _ CrIlal_ Below Soft Clay M.nu. CLAY CRUST" 150 King Avenue, Newcastle Scale 1:1,000 '<J'" BSON ......~.... .. ....,. . ~-~ s;w, P'-' 8J Stab MIl ~Ard'lhcb lid. I I I I I I I I I I I I I I I I I I I I I ij '~ i ~ I I I I I .. , , ! , I v ,II ( i . lfi':' III ~ } 1.J,' Ir! , , u I'" , , 1 ! t1 iI' II,!,'. L 10,' i IU i ",' . I'i U , hoJ.dNo. G-JiS9-020 ' ' , ' GeOkchnicDJ bwali~ NewcO.t/. Branch UImrry ljO_~--'N__t..~ ' ') d '''.1. " <.'.. " " I~L'" " iJ I "j"',' r' ,,' t, .-,' '" t', '- l.~', ", l' " I . ," f 1'" j ). W '!. '1."" :.: ~,.' <, . ~, . ,,' .": -'.'. " I , 1 " ".' .' ", ~ . " \" i "':,"',-' " ." ~ '. .:;.~ ," 1 .,...... II '., f 1'~', ,~ , " .' ~ " " ;',{ ~ , ,," . ::;1';"'" i .. ~- "',' ~ ; :,: ~; ,'1"'" ':." " " ~.; 'il 'y '.' .~.:._. - ; :,.." ;,,\ ~i . " ,;:. " ',' " ". ~.. "'," ',' ." -' ~ '. " " ,. .t- ..... . '. . '.'. ....,. " , " '.: .. ~; '. ", "r ,. -, " " '"" ..~ ~ "j . . ,~ " ~. " . " 'I, ;,: ". ." '.'c' ,', ..... ~> ,';' " . ~ .. " ',' .j', " ~. ~- > ;', ~. ~ > ,. :.\~ " ~.' :V'~:X:, -ji '.' . ~ . .~, ~, .', "'.' ~....- ~ ..;: '; [ , ,~~s . ,Y', ;, ,.; ;"i;' .!,. -~ ',j',,; , ;il\ j.' '...,' '. " ~ .~. .,' I\._:~ :~" ,'~' ;t~~'~~;' .:~~... -( f! ~ " . ,"!.;.; " ' . .;, ',,,, ~'-, 'I,.,'. """ 'j" ,',- 't' ,', ' ~., , '-~ :,', :' ~" i ' . ':,\;.'~ ":~;.:~~iJ~~-'" , . ., ~ -. ',', ',::'f;;i;~!.'"L~,:,:;~:~~~!t;~~tj' ',," 'AeeENDIx:~",fr,+,~I,,~, ". .... ..,i~J~~~~~;;;~fr': " . '~;, ,',," SOlliSt;OATA':""\,\'A",if:,., " ; i-'''~''~'~3,!,.:;i;,~::,-,}~P~~~'0~~~~~7j:f; '\ I;. i: '~~ :. . :;,_.i~ " " , . ,'./ t .i'i" ,';i,,'." " ,"'" ',<:0-' " , .,", t.~~:'-..i:~" ')' " ',,; '" ',,," ~ t! 1=<'< '" ~ ;"!", ....,-., ,: '" , ~~ /1.,,', ). ", . , ,.- "'-. " .. " i,,~ :' . " < "',." 0'.' 't.. " F>" t, Ji' ',' . '" " ':"''i.' '<. /, ':. , , "'.' ,..:1 .,,,' -i, ;" ...' ,> " !. . , '. . ~ : .' -, ,t~ ;'.' G~~SON ASSOCIATES .~ " III '.'.ij.' , . f _ i lij ~ I.f It j ! , d I , I I J fl u I U i! u ., .11 .J , I U I LJ l! [j .. j U Ii LJ u '.' ':i; . ~.~,_;F~ I I I I I I I I I I I I I I I I I I I OOLE .....sm IA ~"'-,-,,;-';,:~ pr.~ . CABLE MASTER INC. 160 Panr Drivo, UnileA NowmarkIl, ON. CoNda L:lY 7B& 0I!i*1IOi[i715.~ 'IbllAa:1lt?7:1t573Q3 ,.,il<li; 715m ~- UNDERGROUND FACILlnES STAKE.OUT REPORT N! '15142 AFTER HOURS EMERGENCY NUMBER 41 & &0411799 . -doolgnatod - uoa(sl for...,_""'llf1IIic_ ..............Illcldirig ~llno c.a...Iacat8....n '- !Ie'Fl!"-Op'""....n....... -. lV..... __Mo/f~~ nalllo_ REQUESTED BY 'jaIlIP,o.# date LOCATION OF SfAKE-OUT REASONFOIi SfAI<E.QUT MARKING [] stakes reo",,- ~D l*TOl" . LDL LIlJ;IIJ . ~. Ill' llUMEIEII 'J: CIIIIIun CL . flllEHYIIM/lI' C .III1UllPll!l 0 1lYUII1IWII I!lI "J1.~' "1dJ ~; sw - 0 CAlQI- am . Ml 'PIIlIPfRrfW PL IGIIEHalE .~ FBlI:! un FL . 1WPII01IE ~ MANHOLE IUIlllllal....E BL oj, ,~ . ~ . ~ ,'o"T , . . ~ . . Soc..~R. h:r~-tI: I , 0' .' ";; '.- .' . ~ :e ~ . ~ . ~ ,~. .. , . . .. -.. .. . 'i , " -. I f I 1 " {9. i" .'~ $ ~ . . . . " ~' . . '. ~. ;. '.. e ,I ., ,.. . . . " . :/""" If:~te: ~ '. " " .. . ;.-' ". ." $. ~:'~' . . ~. ~f81 1'rI.iPtm JJt LOCATOR... _ . ;. . ., ~'.~~dB~"~ .cce~1 Tenn..ct Q"ndl!lonl "n revlrsl ~li'laciwinilllle UmllldllU. il.blll'Of Cobl" MISt... ,. '. .' .' . '.. tal; ''''STaMER 1IlI8" . ~~ .. -.- ,; ~ .A~E.. . €. -II. .... CllNIlIIT -C- - '* CElllllELIIE . .+. . .......1 WHITE. PERSON ReCEIVING LClCATE PNIT 2 YElLOW -l.OCATOR PNIT:I ptNK- OFACE ':'.? 1 ; n L~I I 1 i1ij I il~ I \,~ 1 !~.! 1 !I~ I ..d U I, lJ I U IU 1 ! ! H U 1 " U I , U l? U IU 18 1 1 j I L u IU , .'') I {) I j i I i 1 1 :':' ate: 3/1Z/2007 Time: 10:50 AM To: 200711038U ~ lY ~~/Ub~~ Page: 1-002 /' ONTARIO ONE CALL Locate Request. Confiraatio;l r~' ,'''' \~~.,:\~W i"'" ~Ictet 1:111D36D Work to Begin Date: MAE' No: Reason Code:STANDARD 03/19/2001 Tlee: 01 :00:00 AM CALLER INFORMATION WALT GilSON GtBSON ASSOCIATES WORK BEING DOMe: FORUUIH OF CLARIHGTOH glbaonfaetrover.co. AL'I' CONTACT: Tel.:C90Sj9S1-.661 Cell: Tel. : Dle LOCATION city: CLARIHGTON . DURHAM Co..unity: .EWC~srtE Address : 150 To: street : KING AYE E Nearest Intecsecting Street : BRAVER Sf N Second IDter~8ctiDg street Lot/Unit'; Nb of Seg.ellts; S ,) Type ot No~t: BORE HOLES Machine Dig: J: Public property: X Mart , Fax.: X Area 1s Harted: X Max Depth: 20.00 F'l' Hand Dig: rrlya~e property: Area is Hot Harked: No Hart and Fax: 0"1 ., Nork EKtent/Location: SOIL TES7S- AIM MITH 1 BY 3 STAKES IN OUTFIELD OF BALL DIAMOND INSIDE CH~IKLINK FENCE - 10 BOREHOLES - ASAP NEWCASTLE MEMORIAL PARK - ReMarks: The following utility owners have been notified of your proposed excavation site: BCGEOU: PROMARK rOR 'BELL CAN E.NGEOl PI\OMARK FOR EMBRIDGE N.ate: -C - Cleared, -5 ,.' Supres':sed, -L. Lookup cen ter cleared PLEASE REMEMBER: Review your locate request information and contact the center for any changes. Note your request Dumber and the status of our ...bers tor tbis request. Not all facility owners are meabers of Ontario One Call, you must contact non- ..abers directly. Do Dot excavate before obtaining all required locates. Respect the .arks and instructions provided by the locators and di; with care. J J I ij II I .~ Ii , l j . I , ' i1 i I u , , Ii tJ i I [1 I U ! U , U , \ U 1 U U U , U i I U l~e: ~'~~'~UUI T1m8: ~:~I Yft TO; 8 ~~V~~OIU~a4 \rk Telscon Page: 001 I I ... REQUEST I FOR LOCATING I "-"7110360 I ..n&~ '.. C9D5).937.Q581 e'lt Of EWl.IlIAMOND INSIDE CHAlNL.WK FENCE. 10 NEWCAS1\E MEMORW- PARI<. N.J'lan::9Il5 I "'!FIIIOR<IJl/T'\'BUl!:lJWITSDr ~.~ 10 T. _Fi1>o .-- .- I I 0.'" 0...... OFIIgI ODl!oolS..... Oowk Ooo.(1i..Y....:T........O...... HAND DIG 'WITHIN 1.p 2B11I~ MEASURED HDflZONTAl1.YFRDM THE FJELD tdMI(JNGS: DEPTHVARlESMD MUST BIE 'NUflED B'iHAND DIGGING. f\taL P\'qI.. MId. 4I.lI'a.PfBIlIrted.~1H,oo II, DEPUf-'JIII. , ;. , i r ~afr"'M.ug LEIERD ...... .... - Bl- '-UN -Sl- ............. -1'1.- FM;IIu.. -R.-.- ... -0.- ., ........ IiIlIlI """'.... Sea r~ m T...... Q ,.. . "- .. T",s.. III - 0- V.. IliI .... iii I>OIoT.v.......... III T..................18I :r........~ -B- C<nU -c- U.M... -GN- 6.S!rtCa -65- ..V.... M -Ill.5I6352.43"31I1ES. NB_SEGMENTS::T,BCGED1Z; ENGElII .. . H)d'art -<> TtW~i.~Io'scah" ~ . .. 'Adiian.il~~_.....~. 'y"; aan"Q..:!fl,i;~ ....dl:~ arlM..~d.'5hdd**h.....1'4 .:a~.....1UkeU_l"-"'" lhiSi;tMi.id"Qltna.~ . - '.bi"'''''''~IoIrjC'''IIl'NM.aI.....,.....ire....,....i.L Thi~"""''''''''DlAld.lIMinir:.II,M:I''d9...I'IiItaII. ....h CIllft'*1I'. When<llb:."t.ing~kN ..hnlJl'lll"""_~CII"IhprGid......_--CH""Io""h. _' r- ,-', ,.....td_...,bapre....nlia.....dB:Ir....pqIIIt,lRW'I!f.lacaI8i1....it_3J....FII'I-..kI.....:lJcalcrd!I_caIl~ li6iliiDir'ln. ruIllbIn 1I:ow. Nt. ~ caIemk ell Dnl..\a o..e-I 1 BIJHOI.12SI5 . . .!liwftIO..........dlitIOCltl UJCATED8Y ~tDlrt 1IU__/ConoIftdionB_ """. . lMi EIC."" Gtiideh. . ,O.,Nun" _5""'''''''' ""V.c~G~ !J:..... ,....'~ A IJJP"fOFTHIS UXATE REPORT MUST IE ON SITE AND 1M THE HIrHO$ QF THE MAOtiHE ~RA.TriR'DURI~WDRlQPERAnaNS I I . '" '.~ .. * I . . Ii< . ~ ~ '. . . .. ~ .. '" -, ~ " ;;" '.. . ,," . : :SEE AUXiliARY: I - ~ !! - - .. .. . .!" ,. l" .. .. ... ... '. . .. " -" . .' .. .. . '- " . . . . .. '. '>0'. .... .. " .' ;; .-..( .... .. . ....: " .. " ... .. I I;..Q9AT~,: ~~ ~~T{~) . .. ;. I . ~ .- . . ..... . I I O........r.. OLBt",sa Do.. I I I I. I.n I !,,1J Icn I .n I :,n li,V p I ,f! !,~ In J I : B J I i U I, j U IU IJ I. I;, I['f :J IU IU II.; bi IlJ III , f.04 "!I .'.... ~,~;-,.~ ...cc ilt.B: 311::112(...0'/ l'1M: ::S:::f/.," 'ro: It lt1U~tI./tr.:ltsl .rk Tel.con pase: OOZ WtIooI.lf....-.. ~O_ , ."""'i11 .. -..- ' .. SeMlr. -..-,~ _1i1lI -1\.- ,....... . -R.- 00', '. Sea 15: Q .. . m f- Ig EI' III IBI ' l ", ~f~ ) ",. P>oll CIIlo1V - po4ooI4I ~~~~~ III .t~ ..... au... ...... - ~ UtsS\ltTci IS~OT TO sr:ALE 711038lU,NGEOl .. 1'l101lE: P851113-mO -1-llt1<<1-G212 FAlCi: ISOSJSlHlll.t..It-h3QU . If . . .. ". If,_'" ,II .; .. .,- '. .-~. If, " . .. . : : ~,~ -... ,v'!-' '.4 ; -. . tT-. ; '~ ,;;J ..". .. -. . .. 'iI- .. '.. ~:t'!.. II . ~ ....,. ~ .. I ,.., ~.... :,: . .~~c.;... .[: :: : ,; . :,-; :~~~~,:~, ,: " ,. .. -. . ~ . . . . ,; . . . . . . . .. " .. "' .-' .. . ,/~~ ,,,,..;..1 ..~-.~ .t. .; AJC~(;' ,,Ii\ ' ~. ...1.~~:1ft . .r:" .' ... . . .. ..,. ." ,," .If .. .. .. .;.[: i .. ;. .' II! ". .......';,;"... :L:S-F4 -. ~ ." , .. ,If !Ii' .... ~ SR-" ,; .~.; ~- '- .. .. ',. ~ " ~ . .. -. . '.' ... ;if .. . . ,- '... .. " ,.1. -I:- ~GM~ -OS- H 4- . . . Ii> .. "" ; ". . .. . . . . . .. ~ . . .. .' .. :" . ,. ,. 'II! . " .. . " ..~ .. ~ .. '!l' ~ .. ;'t .. .. .. .'" " .- .~ .. .. .. .. . , ,," .'. II ... . .. . ill .. II -, ""~'v~;:c...:'"'--~' . .'~ ;it " .. "" . . ~ ~ ~. ~ . . . . '. :KitJ~ '~: .. . : JF: N. .. .;. ~ ., 'li . -. ~"! ~ ~.... '- ",...,., I n in ih 11111 I, h IlJ I~ , \ . III , h J LJ ~ : 11 ; IJ L , ,J l .\9 IJ .1 . , , I' .~ L1 11 ~J , . D LJ I J J U ! I LJ u GlBSON 'J\SS~f~r~TES E ~- i:' ..JS ..... Ww C. "'0 w i5il: ; c.a: w w::> .... a., w !',~. ."",, ,'j.a 7 aD 11.0 17" SOIL PROFILE DESCRIPTION .$Iil!lljd Sulfa!>> 0." TOPSOIL . Dai1c Brown. Silty WIth Fine RooUets, . Frostlo33cm Sllty-CLAY Ughlllrown SIlly Clay, UIll. Fine Sand Gnu:llng Very Soft. Wat C 1.4m Grading Free Seepoge Waler, SIilI, Occas. Sand Seam g 2.Om Grading UgI1I GIey, VOl'f Soft. No Sard Seams II: 2.9m Grading Medium PlasIicIly iI!l3.5m Gradrl"G Occas. Sand Lense g 3.7m "aM} B~~li~~~iB;~~itc;~-- Penetration Test@5.03m I RECORD OF BORING: B-1 I PROJECT NUMBER: G-1f59-020 CUENT : Municipafdy of Clarington lOCATION: Newcastle b .... c. ~ ~ ., ., o ., ::> Grading Very Stilf a 1I.7m i';;Po~~~-T~v~D;:;--- - SitTiIl Grading Grey-Brown Gravelly Sand. Very Dense Bart1g Open WId w.rltwt 01. 7m,'Ori'" ~tion,Mm:h14lUT w..-LewlO 1.24 118 Hr:t. VERTICAL SCALE: 1:'0 LOGGED BY: AM DATE PREPARED: Ma"" 14, 2007 CHECKED BY: WHG SM! Ml SAMPLE z o E a z 8 a: w OJ ::; ::> z w ::> ~ Z 1 13 2 4 3 .. 8' 5 3 6 <1 7 <1 .. >100 I I BORING DATE: MatCh 14, 2007 BORING METHOD: Con6nuaus Flight Auger SAMPLE HAMMER: 63.5Icg, DROP; 760mm I I Dynamic Cone Test x (Blows/O.3m) x 20 40 60 .___.J__..._.I.____L___ ~ i5 ::j ~ WATER CONTENT (%) I Std. Penetration Test . . 20 40 60 10 20 30 4ll I I x ~ * ~ ~ ~ ~ t ~ , " , 'x, '" 1 I I I I I I ", I I I I I I I ,ij I : ~ '\}J I,ij I .,ij II~ n Il~ ~. Id in I d \ ~. , II ~ .l! d I I \ ; I U I , L q 1.J 1,1 tl I,l U I!! Ii o , , Ii! i,j L,J , ! III 18 RECORDOFBO~NG:B~ ~/" ',IBSON .... ..',SSOCIATES / . J9!17 ltd. Dynamic Cone Test E x (BIcws1O.3m) x J:_ 9 20 ~ 60 WATER CONTENT ~ ___~____~____L___ gg DESCRIPTION z i5 (%) Ww ... 0 "'0 w ~ E ~ w ~ ~~ ~ w 3 Sid. Penetration Test '" 0 01 j ...cr ~ 0 z :; ~ . . w:> '" 0 :::> ~ 20 ~ 60 19 29 30 .~ C<Il W :::> 0 z z Cl~ Ground Surface - r'" . -\ TOPSOIL ,1 ~33 partc..Brown, Clayey, Froatla2Tcm I ! Clayey SILT '>! 5 Ug/1IR.........,C_SILT. SomeF"IIIeSand._ . Finlts.nl,_t .~ Ii I Silty c,:!.Ay I VOiYll1IIV./:l.AY. MedIum Plaslk:, 1., V~Rnn.SIl1IGl2.4olm " il WlttI Regular SeemsA.enses fJI F1nlt Sand. Malst '.1>";0'" .-.,~.,:.., '" .;.."'~.\ Grading ""'Y SOft II 3.em ., " Gladlng Finn SiIllal'lr G 4.19m 5 l .. '6 3. I "-'. I 7 2. 1 ~ ut.i .1 Bari.. Open And .Water Le"" III i 1.95m On Completion ! ,I i;~ 1 en. I i , ! I', I PROJECT NUMBER: G-1159-420 CLIENT: MunicfpaJ/ty of Clarington LOCATION: NewcasJJe BORING DATE: Mareh 14, 2007 BORING METHOD: ContinUO!lll Flight Auger SAMPLE HAMMER: 63.5kg, DROP: 760mm SOIL PROFILE SAMPLE .' ,ia I I , 1i>,a. I I r I I 11. j !. I .... .. ..... VERTICAL SCALE: 1;10 LOGGED BY: AM DATE PREPARED: .......'.,2llO7 CHECKJ;D BY: WHO 'I !,ij ,ij l ~ i i '1 ~ i ! il 1 ! i I" : I II I J .1 . 1 I j . I I ! It U Ii. J . ! U II I'! '"ii ti , , I'.' I,) .,) ~J IU U Ii' ti ~i"".IBSON . ., " .SSOClATES . ! 19?7 Lcd. ;:: E ;ge :t Ww Ii: "'0 W :I: if E! Ii: a: :> W W::l ... ClIl W . '..t3- 0.33 1. ,,"0 14 ad, ..b .~ 10 11. SOIL PROFILe oeSCRlPTlON Ground Stoface TopsOiL Dad< -. Clayey, F_.. 25._ Clayey SILT Red_~IlT,...... _Vomod, Salt GladIngVelySall 0 ...'m Grading Brown Soft iI!/1.88m cLAy Groy ClAY, Medium _ lobs' Wllh Sand Le....1II 7.82an.1o.18an 1D3.!8m G<odIng SolI 0 '2.llGm '10 -~~-~---~~~~~-~--- BOnrigeamiriueil By cynani1c Cone . _Teslil!l5.03m . "iI ~~-----.~4~-__~_~_ 'i~ect Very CenseSil 1111 iil23 . Boring Open On Complellan _ Level: a 2m On Campletion ill o.13m April Z71f1T VERTICAl SCALE: l:BD LOGGED BV: AM DATE PREPARED: Man:h ", 20Dr CHECKED BV: WHG BORING DATE: Man:h 14, 2007 BORING METHOD: Continuous Flight Auger SAMPLE HAMMER: 63.5kg, DROP: 760mm I I I I I I I I I I I I I I I I I I I PROJECT NUMBER: G-1159-20 CUENT : Municipality of C1arington LOCATION: Newcastle RECORD OF BORING: B-3 SAMPLE b ~ i!: .... ... ~ a: w ~ W :::J III ~ '" .... ... 0 :!i ~ ... III ::l ~ ::l Z :Z 1 6 Z 2 <1 ':3 <4 .<4 7 5 1 6 '1 , Dynamic Cone Test . (BIowsIO.3m) . ___~___4p___.!ie___ WATER CONTENT (%) Std. Penetration Test . . 2O~6C lC2C3C~ r 1"-' f 1:1 . . "-. .~.'''' .'. . .;"....,. ';",., .. ,.:. ,~:..~ ".~.- ''''- ....'., . , I , I ., I * ~ 'j * ~ ~ .\ ~ ): · r. f I l,:1 . .1 I I l._~ ~.! I' r:-- ..,,___...... i j.--- " i$j,,,,, . ! .." j I :! 'k' I I: L.., ... I: 'j " , ;! 1H. ',' ,; . ........ .,' ... I I 1] l.1 I !,ij '-h 1,1J I :[~] I'~ II.~ J II~ I d I ~,! n u I.. U I 'I U IU IU IIj IU I~ IU . I~ 9.:, .IBSON . '. .' .SSOCIATES " . 1997 Ltd. ;:: e- o :;: -'- fu Ww lDu 0 ~~ .., > 0. a: ~ w:> 0., a 9& 0.28 lJ> ~ >'0 .11.; M 13.01 8.0.. 1.. . 'l\l j t,J;0\ SOIL PROALE DESCRIPTION Ground SllIface TOPSOIL Dart Brown. Clayey, Frost to lCan Silty CLAY Ugh! Red Brown Sl1lY ClAY. Varved, Very Soft 10 Salt, Meet Plastic:. __ Grevilll 1.Om Gradlno Occas. Sand I.Ms Il!I 2.8m Laminations of Fm (-2.5Cm) Sllt In Vety Soft Clay G 3.Om Boring Open On Completian Water Levet. g D.51m After 5 Hrs. G o.95m March 1 SJ07 VERTICAL SCALE: 1:80 LOGGED BY: AM DATE PREPARED: .......,..2007 CHECKED BY: WHG RECORD OF BORING: 8-4 PROJECT NUMBER: G-1159.20 CUENT : Municipality of Clarington LOCATION: Newcastle SAMPLE BORING DATE: March 14, 2007 BORING METHOD: Continuous Flight Auger SAMPLE HAMMER: 63.5kg. DROP; 760mm Dynamic Cane Test x (BlowslO.3m)x' .... 20 40 60 WATER CONTENT 9 ---~----~----~-~~ (%) z ~ 0. 0 ~ E a: w ~ w :> Std. Penetration Test ~ rn 0 lD ~ -' U z ::! -' . . rn 0 :> ~ 2(l 40 60 10 20 .30 '0 :> u z Z 5 I J i .I t ..j. I I, , 1 6 'Iij 'Iij " ~" Ij \~ J , d ,1 IJ , . I , f LJ I I! L.J JJ rl,', i' G ~ ,U U 1 f; t .0 U II U 1 U U ~ ,~" /lBSON "" SSOCIATES ,',' 19?7Lrd. ~- E :r ...g I- Ww '" lIlu w j:\E Q :> "'''' w w:> .... 0., w .~ __79 0,28 t,a >0 10 B,a sur to.O 11.0 SOIL PROFILE DESCRIPTION Ground Surface TOPSOIL Cark Brown, Clayey With Fine RootIeIs. Frost to tBan Silty CLAY light Brown Silly ClAY, Vilrved, Medium Plastic, Moist, Slifr1Nith Occas. F'me Sand Lense Grading Numeroua Thin Lenses or Ane Sand lI; 2m Grading FlrmG2.Qm Grading Very SoIl 0 3.4m . Boring Open On COmpletion. Wa"".......a: 1.52m On Completion O.93m, Man:h 19107 VERTICAL SCALE: 1:80 LOGGED BY: JWI DATE PREPARED: MaJdt 14, = CHECKED BY: WHG I I I I I I I I I I I I I I I I I I I RECORD OF BORING: 8-5 PROJECT NUMBER: G-1159-20 CLIENT: Municipaffty of Clatington LOCATION: NewcasUe BORING DATE: March 15. 2007 BORING METHOD: Continuous FUght Auger SAMPLE HAMMER: 63.5I<g, DROP; 760mm SAMPLE Dynamic Cone Test "21.......,.3m) x ,<10 60 WATER CONTENT 9 - -,"'~"'''''-_'4.:.;...___L.___ Z ~ (%) '" 0 ~ ;:: '" w i"l w ::> Std. Penetration Test ~ ., a III ... ..J U z :IE ~ ..J . . (/) 0 :> ~ 20 40 <<I' 10 20 30 ~ '::> u z z . :J . " '; I i~' , , 10 U , '1 ! l' 'I .... .. .. 5: !i I I , 1 . 8', :I , I ~, I j i i . " I ~ I ,. i , : il !.l III , . I , I I;J I~ I~: U I r\ ~ i ,J In IU IU IU IU I~ I~ IU I~ 18 ~(..'....]B..SON . ",SSOCIATES 'I.' I9?7L[d. ~g E [ Ww 010 w i:if Q 11.'" ~ l!li! w "ct :81 ..'" ... ... .. ..0 i'~ s:~ aii.i1 .~. SOIL PROFILE DESCRlP110N Gmurut.slllface . TOPSOIL . Dark 8~ aarev, Frost Ia 25cm Silty CLAY Red BI1lWl1 SIlty CLAY, VaM!d WIlh ThIn Sand Lenses, Medium -. Mailll. Flnn 10 Salt GIOdIng FInn 0 1.2m . GIiIdIng Light Grey ill/2m Lenses or FIne Sand g 2.7m Gnidfng No Sand Lenses CD 3.8m Grading Very Soft@ 4.2m . Gladlng UghtGrmy. Varved08.1m Grading Stift'@ 8.4m . Slit Till , Grey Sill TllL, Utlle -=-,.8 Sand, TI'8a!I Gravel. Graded, Moist" o.n.. IIl11 RECORD OF BORING: 8-6 PROJECT NUMBER: G.~159-20 CLIENT: MunicipaHty of Clarington LOCATION: Newcas/Je SAMPLE b z ~ ... 11. 0 ~ i= ffi w ~ ::l ~ Ol is 01 ~ ::l 0 Z ::Ii Ol 0 ::l ~ Ol ::l 0 z :Z 1 a 2 4 3 t :!I! 4 11 5 .5 8 1 1 2 ~~ g If ~~, tl '~I :;S::': ::!::: SAND ,~,::", Grey F'rie-MecrlUm SAND, Uttle i'2t:!:.H GnIvet. Wet, Sorted. V!fI/ Dense :-gnffi ....c;.;,~liy~.;c~_. ~~.. :\:___________________ _..J 11.0 1tcl8 VERTICAL SCALE: I:BO LOGGED BY: 10M DATE PREPARED: _ 14. 2OOl' .CHECKED BY: WHG 8 <1 9 3 BORING DATE: Marr:h 1!i. 2007 BORING METHOD: Continuous Flight Auger SAMPLE HAMMER: 63.5kg, DROP; 760mm Dynamic Cone Test . (BlowsIO.3m) x 20 40 60 --_.....____~____L.___. Std. Penetration Test . . 20 40 60 f~' I I I . ,f ~. . l . I I I Ii I" 1 WATER CONTENT (%) 10 20 30 40 ., - ~., . .... ".; ~" _.....#- . ". 'os . .--j'"1.-r.... ,. , Boring Open and W8Ier LNII . 1.89m an CornpIetion. ,;.,." 10 a4 't (. I , , . 11 70 , .. .n r,n f,n (0 l,~ i'n.... , I. I. in il!) ("J l,fj f~ I 'I. "j. I, I U IJ ,. U Ij U U q ij ~ U .~!' IBSON . ..... ,1ssaCIATES , l ' 1997 Lcd. . E ~g [ Ww W lIlu c a~ W:J ~ Om w Cl UI ~" . ~. 7.a ~a .ti. lil,q .11... RECORD OF BORING: B-7 I I I I I I I I I I I I I I I I I I I PROJECT NUMBER: G-1159-20 CUENT: MunicipaNty ofClarington LOCATION: Newcastle BORING DATE: March 15, 2007 BORING METHOD: Continuous Flight Auger S~PLE HAMMER: 53,Skg, DROP; 75Utnm SO" PROFl,E SAMP~ OESCRIPTION Dynamic Cone Test . (BIowsI0.3m) . b 20 40 60 WATER CONTENT ---~----~----~--- z ~ (%) ~ 0 ~ E II: w ~ w ::;) Std. Penetration Test g rn 0 III ~ j u, z .:; . ., rn 0 ::;) ~ 20 40 60 10' 20 30 40. OJ :> 0 z z Ground Surface TOPSOIL 0.28 Ollll 6-., C1ayay. FIOSlIQ 15cm Silty CLAY Ughl Brown Silty CLAY. V....d, Medium PJastic. Moist, Firm Grading Soft@ 2.9m ,j Grading Stiff Sand Seam@ 4.9m ~--~'--------~-~.~~-~~ 'Boring cQndnued By Dynamic Cone Penelnltion TW@5.D3rn Very Soli: Silty Clay Grading Finn @ 6.2m .6 .4 ~ '1'7. q7 Intel'p)laledSlltTllI, Hard ~ ~ ~ ~ * . ~ ~, .....'"ic. ......""X, ''X...... '. '. N=>>100 ML Boring Open On Completion Waler level: @ D.B6m, March 19107 @ 1.60m On Completion VERTICAL SCALE: ua LOGGED BY: AM DATE PREPARED: Man:l115, "'''' CHECKED BY: WHO I I ;~ In I :J I\.~. I iL~ I J I iJ. .J IU IU IU 1 'l H I' U IJ IU Il"t , . t! IU I IU ~:"'IBSON ..' .SSOCIATES i . "'7 Ltd. h E [ -'- Ww "0 ~ ~~ w::> ... ern w ~- .It D.2 !.Ii 2D ... ~o S,O, .)1 .~D 7 . 10 ..... ;iJ.a 11.0 ".21. SOIL PROFILE DESCRIPTION GiauIIcl sutfaCol TOPSOIL __.~.FI1lIl"2'c:m Silt Clay Red 81llW11 Silly etA Y, Varved, FIlm, Medium PIasIic, Moist Gr.IdIng Seams & Lenses of Compad FIne. Sand @ 0.8m Grading Brown, No Sand Seoms, Varved@1.5m Grading Very Sol! C!l3.1m ~g Light G.., 0 3.4m ...""'--.._,;;;;.......................~--.;....'..,;;.,;,-;;;; BDring Continued By Dynamic Cone Penetration Tost CD 5.03m .1Ib lnietpal_ Hanl CD 9.6 Light Grey, Silt, Clay. Varved. Hold. Medium Plastic, Molot IIaoIng Cpon On ComIllelIan _1.ftC 02.7m On Com_ O'.............,...". VERTICAL SCALE: ':BO LOGGED By:.... DATE PREPARED: _ '4. 2lICl7 CHECKED BY: WHG RECORD OF BORING: 8-8 PROJECT Nu.,BER: G.1158-20 CUEHT : Municipality of C1arlngton LOCATION: Newcastle BORING DATE":Man:h 14, 2007 BORING METHOD: Conlinucus Flight Auger SAMPLE HAMMER: 63.51<9, DROP; 760mm SAMPLE Dynamic Cane Test . ~3ml . ~ 2 40 60 WATER CONTENT --_~____~____L___ z ;!: (%) 0 ;!: ;::: ~ w 1!i w 3 SId. Penetration Tnt rn is .. j ~ 0 ~ ~ ~ . . rg 0 z z li! 20 40 60 10 20 30 40 ~ ~ ~ . ~ ~ ~ . I , ~ , "'-- --....-,wP ..._~.....,.. i- :! '! 2 '\""' ...... - -;I l I I <1 <t j 8 5& .j '. i f 1 ! r l j o ;~ '/".......r l". '.,!. ',~ ! i. ij 'j !r _,IJ ;, ~ U J lJ lJ 'j 1J U ~,1 11 U , . U I I:) o 'I U : I h) 1,1 II ~/ .IBSON " SSOCIATES : 1997 Ud. ,;: - E ,9 E [ Ww .." W 0 i:l1: ;; ..0: w w:> -' Om W ~o '?t' 0.28 ,; .-z.O. ~ 11, SOIL PROFILE DESCRIPTION Grou'nd Surface TOPSOIL Dark Bn:lwn, Clayey WI1h Fane ,Ro9tIets. FrostlD l8an Silty CLAY Ugh! Red Bnlwn SUII' cv.V, ValVed, Medium Plastic. Moist, Firm Gtad1ng Brown iI!l 0.9m Grading ll'In Fine Sand Lenses @1.5m Grading Grey and Sail ((I 2.9m VERTICAL SCALE: ':80 LOGGED BY: AM DAne PREPARED:- 15.2007 CHECKED BY: WHG RECORD OF BORING: B-9 I I I I I I I I I I I I I I I I I I I PROJECT NUMBER: G-1159-20 CUENT : Munucipalily of Glaring/on LOCATION: Newcastie BORING DATE: Marr:h 15, 2007 BORING METHOD: Continuous Flight Auger SAMPLE HAMMER: 63.5kg, DROP; 760mm SAMPLE Dynamic Cone Test x (BIcwsIO.3m) x b 20 40 60 WATER CONTENT ___j____~____L___ ... Z ;!: (%) .. 0 ;!: E 0: W i3 W 3 Std. Penetration Test ~, II> 0 .. ... " z ::;; ~ ... . . t;, rn 0 :> ~ 20 ,40 60 10 20 :jO .i40 :> " z " , " , ,i -I CL ~ I< . l< * ~ * Jc * , ~ , . "'...; ;"'''''''...... ML ....."%_.. -'. 5lW' I I :1~ I f,ij I )1 I ,I~ I 'i~ : iJ ' I ,I, II III I 'I '~ U Il~ Ih ,IJ I 'I L~ I d IJ I~ IU IJ Id ! I " Cl I Id ~''r .'lBSON ' ,I'SSOClATES j . 1997l[d. ~- E gg j!: Ww 0. W "u e j!:if :;; 0.0: w w:> ... ern w . 96;43 0.' ,1' , "',0' a 9" aD T ~. SOIL PROFILE DESCRIPTION Ground Surface TOPSOIL Dark Brown, C'- With Fin. ,_R~;frcstIa13cm Silty CLAY UQhl ReefSrown SlIly Clay, VI/YOd WllhSlnd~ FIrm, MedIum Plao1lc, Ma;.t Grading No ~ Seama 0: 1.5m Grodlng _ Gloy....... WIth Occas. Red Brown VaNed With Oa:os. Fine Sand....... III 2.3.. Grading Soft 1l!l4,am '" Boring Open On Ccmplellon Wars'L.evet C 3.6m On Complelicn VER11CAl SCALE: 1:10 LOGGED BY: IW. DATE PREPARED: "''''''14, 2C07 CHECKED BY: WHG RECORD OF BORING:S..10 PROJECT NUMBER: G-1159-20 CUENT: Municipality Of elatington LOCATION: Newcastle SAMPLE BORING DATE: March 14, 2007 BORING METHOD: Continuous FOght Auger SAMPLE HAMMER: 63.5kg, DROP; 760mm I" I '1 I ,I i ,! 'I " j. j ~, 1 ['I I ! I I i , I !' ' , i.. I I . . ~n.... i. ,n .n ',n , I] ., u , , i i.l' '.~ .u ,~ i,~ II 'J J :J I R lJ ij l~ t2! ..u i ~ \J p ~ q 't! I MAJOR DMSiONS GRAPH LEITER TYPICAL DESCRIPTION SYMBOL SYMBOL GRA'IB. AND GW WIll G_ Grovels, ~ilJld GRAIlELLY ClEANGRAYELS Mixlu_ Ull8 cr No FInes (C,,~I SOILS UlII8 cr No FIl.. (<5%) GP Poorly Gl8ded G<avels, GrlY8l-Sand COARSE Mixlu_ um. cr N. FNs (Cu<41 GRAINED , More Uwl5O% SOilS .,....... GRAVELS WITH GM Silly GraWIs, Grawl-Sand-Sll fraction .....ined FINES Mllduree (PI < 41 anHo.4 Apprecloble , Clayey Gravels, Gravel-SilJlcf.<:lay (4.75"'1 sive AmQuntol Fines GC 12% Mlldure. (PI" 7) More Uwl5O% SW WeI Graded SInd.. Gnlvelly Slnds, oImallrlllll SAND AND ClEAN SANDS UlIIe or No Fines (C",. 6) IIrger lhiIJI N.. SANDY SOilS UlII8 or No Fine. Pocl!IyGrlcllld ,',', " ' ' , 2OQ(75<Im) (<5%) SP sive size -. lIIII-.r No Fines' (C~< 61 More"'.n 50% SANDS WITH SM SlIy Sanda, S.nd-SilMixlurea of Cll&IM FINES (PI c 4) . - pusilg. AppreciaIlle Cleyay S..da, Sanfl.08y M_. No. 4 (4.75nm) AmQunt 01 F.... SC live ("12%) (PI" 7) Inorganic S"1IId v.ry Ane Sand.. ML Rock Flour, Sily or CIayIy fine FINE Sands, ... ClIyay SIlls wtIh Slight GRAINED PIIIticlty SOILS SllTSAND llquld Uml lnorgaiuc Cllys.' ~ to MedIum CLAYS less "'an 50 CL PlasUc:lly, GtaYeIIy Clays, Slndy Clays, SlIy Clays, lun Clays OL OIganlc SllllIIId OIganlc SIIy , Clays 01 \.QW PIuIIcIly , ~ 1.."glnlc'SIIII, Mlcaceous .r MH 0IalIlmice0U. Ana SIIIdy .r SlIy More than 50% S"!1o, _Silo '.. of mallrIalls SILTS AND liquid linil , """,Dor than No. ClAYS Greatsrthan 50 CH lnorganle Clays of HIgh P~, 200 (75um) FBI Clays sive slz. OH OIganlc Clays of MedIum II> High PluIidly, Organic Sills HIGHLY ORGANIC SOILS ~~~~1 PT Peat, Humus, SWlllllpAnd Other HIghly OIganle S.1Is Nat.: eu.I Symball Ate UHd ~ Ind6aIIe EklrAr1lne Sol CllluII'Il::dDns UNIFIED SOIL CLASSIFICATION SYSTEM I I I I I I I I I I I I I IDe GRADAnON .' PLASllCIlY CHART GIWIULAR SOILS SlANDAAO RELA11VE PENETRAll0N DENSIlY RESISTANCE (N-Wue) COHESIVE SOILS APPROJC. UNDRAINED CONSISTENCY SHEAR STREHGHT ICuJ kPt PSF I ~ c a;"' 1; J: CH I .. F... By'N8ighl I T..... e1a,. ""lYe-. UIlI. 10-20% L__ Somo 20-35% ComIlo<:l ..... 15-50% Doruo Very 0.... Very ... "2 .2SO Saft 12-25 250-500 F'r1lI 21-SO 500 -100C1 ... 50 ~ 100 1000 - 2000 -- 1QQ-:zoa %000 - <<JOO Honl . '200 ,. .... D-O 4-10 1D.30 3O-SO 'SO . uaU\DUIIT~\ 11 -i.- ,ll ',: ~=ES I I 1 1 n 1 LD lin , , 1 i,~ lh Il'l 1 .u Ii 1 '~ IJ Lij 1 :J I,ll D IJ IJ, IJ Ij IJ IJ IJ IU .. . . , I, . 1": ~~, . ' ',/ " Pmf<<:t No. G-1/J9-420 G..tecMIcaIlmuligalion, _tk Librory /JO Xing Av.... Em( N_Ife, 0Ir/QriQ . ~, . ., f~r ~ WATER LEVEL MONITORJNG ''';: . , ,. '.......10f1 JOB NO- G-1159-020 ,....", ,I I WHG 2 I DML 31DML 4 tOK 5 I MM BI I I CUEHT: MUll. Clarfngton . N..... Ubrory Mar 14-15107 Mar 14-15JD7 Mar1S107 Mlr1!iJD1 1Ipr'Z1/rIT PROJECT: Geolect1nlcallnveslQlll!on 4"C 2"C - 2"C 17'C lOCAllON: 150 KIng Avenue. East .~. Wet Snow Wet SrwNi _Snow Wet Dry BORING M.P. ABOVE ~-BGS At Completion 84h... 0%411I> i1U1lOpn) 8~ NO. GROUND ilDfUHG PIEZOft!. BG3 B-1 0.00 11.1 niB 1.75 1.24 . .. ,,,!'C . .' . . . B-2 0.00 5.0 'nIa 1.95 " .- . - .. . . .... B-3 0.00 .9.3 niB Flooded 0.73 :".,f . - . - ..-" -'." '--" ..,' " B-4 0.20 5.03 2.9 - 0.508 1.05 1.15 O.1l5 B-5 0.31 4.3 2.4 1.55 1.25 ;~ 1.244 1.54 B-6 .0.51 11.6 nIa 1.69 - .. - - . 8-7 0.00 9.9 2.9 1.60 0.38 . . 0.856 0.805 .. B-8 0.12 11.1 2.2 2.80 - 1.19 .1.174 1.135 B-9 0.00 9.1 3.0 1.71 0.18 ~ . . 1.32 1.15 B-10 0.00 5.0 niB . 3.50 .. .' .. - .. ._-.. '. LEGEND: BGS~ DenoII:aBelawGroundSUTface NtA ~ ~ Rel'enmc8 Measuring Pcinl M.P. - DenoCe$ Pilzcmeter I. Not:Ao::essIbIe .iJ " . ::' i " .. .' " .. GIBSON ASSOCIATES" . , '; Ij' J , h ,IJ , III j h !II , 11 " I J ,i1q i 11 I n I! !l~ I ,~ '" n1 '0 :~ :11 u , I J ,11 ill ,l,J 'I q .\b lJ ;: {, " i; :i\" ; , ! c" i I I !J 1 "t i ~ iW I! I ~ i J! '''. ; ;U i I, , " ill ! I , ~~-~~.- ; ~i ~i " k , J: () I I ;j I I i . ", I , I . I ! l i . . I ...J ! . () i. f' .,_...J t ! . ~ l!! .c ::l .. "" OJ .. ~ Z o l? CD' .., ~ ~ , Cl - I , ., I I, I ! I 0 0 0 .., ... .., -j . :"t I , , ,I J: o ~ J: :E i ! , .i ., '~ ,; ., I ., I I !6 \. ~ .!i ...J .; :2 @ 0~ ,1 I I , :1 j ;j , I I ! ;. i' I " ! J I I i i f I 0" N o 0 ~ X3GNl AlIOIlSVld 00 I I I I I I I I I I I I I I I I I I I -r.-~ f- :2 O:J "'0 :J o ...J ~ ,." ~LA8nmTY ~:E\T' (i,I!3S0N i ~SOCIATES I I . I . I . I I . I I . .' . I I I I ANALYSIS OF ON-SITE STORMW ATER MANAGEMENT REQUIREMENTS FOR NEWCASTLE LIBRARY AT 150 KING AVENUE IN THE MUNICIPALITY OF CLARINGTON Project 974 'La?l-/ o't 1<-\ JOSSELYN ENGINEERING INCORPORATED 633 Norris Court, Suite #3 Kingston, Ontario, K7P 2R9 (613) 634-9278 June 7, 2007. Josselyn Engineering Inc. Page 2 I I I I I I I I I I I I I I I I I I I Clarinl{ton Newcastle Library Table of Contents I. Introduction ........... ..................... ...................... ....... ........... ......... ...... ........................................ 3 2. Site Statistics ......... ......... .......... ........................................ .................. ........................... ............3 3. Existing Site Conditions and Drainage..................................................................................... 3 4. Proposed Site Drainage ...............................................,.............................................................3 5. Proposed Stormwater Management Techniques ......................................................................4 5.1. Quantity control............................................................................................................ 4 5.2. Quality control. .............. ........................ ........ ................... ................. ........ ................... 5 5.3. Erosion and Sediment Control During Construction...................................................6 6. Maintenance .............................................................................................................................. 7 7. Conclusions .....................................:..................................................,...................................... 8 APPENDIX A - STORAGE REQUIREMENTS FOR THE 5-YEAR RETURN PERIOD APPENDIX B - STORAGE REQUIREMENTS FOR THE 100- YEAR RETURN PERIOD APPENDIX C - STORAGE VOLUME CALCULATIONS APPENDIX D - QUALITY CONTROL CALCULA nONS I I I I I I I I I I I I I I I I I I I Glarington Nl!Wcaslle Library 1. Introduction The purpose of this analysis is to determine the on-site stormwater management requirements for the proposed development, located at 150 King Street, in the Municipality of Clarington. 2. Site Statistics The site is located on the north side of King Street. The site is bound by King Avenue to south, commercial property to the east and west, and residential lands to the north. The site is described as Part ofBIock 18, Plan IOM-812 and Part of Lot 27, Concession 2 in the Municipality of Clarington. 3. Existing Site Conditions and Drainage The site is currently vacant. Drainage is generally to the southwest, which ultimately drains to and existing on site catchbasin and then to the existing storm sewer on King Avenue. There will be a significant increase of additional hard surfaced area and would produce an increase in post- development runoff if not controlled. There are no apparent on-site controls for stormwater management purposes. 4. Proposed Site Drainage The proposed development consists of a proposed library. The subject site has a total area of approximately 1.65 hectares. The site is proposed to have one new building, approximately 888 square meters. New asphalt surface of approximately 2272 square meters, for the purpose of parking, is proposed. The runoff from the developed area of the site flows over the surface of the parking area to a series of curb cuts, which will outlet to the proposed swale along the northern asphalt limits. The swale will drain to a retention area located at the southwest comer of the parking area. This retention area will outlet by means of a 300mm pipe to the existing on site catchbasin. Controls for the release of runoff from the retention area will be provided via a suitably sized orifice and weir as shown on the Servicing and Grading Plan, by Josselyn Engineering. Josselyn Engineering Inc. Page 3 Josselyn Engineering Inc. Page 4 I I I I I I I I I I I I I I I I I I I Claringtan Newcastle Library 5. Proposed Stormwater Management Techniques 5.1. Quantity control In order to control post-development runoff to the required level, controlled release and on- site storage are required for each sub-area The storage volume necessary to control post development runoff to the required rate can be approximated using the modified rational method, as shown in Appendix A and B for each sub-area. The release rate for the 5 year event from each sub- area is controlled using a suitably sized orifice. The size of the orifice can be calcUlated using the orifice equation as Q = 0.6 A (2gh)^0.5, which for g= 9.81 m3/s can be simplified to D= [O~/~ JII1 variable description units D orifice diameter metres Q release rate m3/sec h head loss across orifice metres During the 100 year event the runofIwill be controlled through the 5 year orifice and the proposed weir for both sub-areas. The weir parameters are calculated in Appendix B. The following equation was used to determine the width of the weir, assuming 150 mm depth of flow over the weir. Q = 1.84 LH^(3/2) Q = release rate (m3/s) L = Width of cut H = depth of water Allowable release rates The pre-development flows are calculated using the rational method and are provided in Appendix A and B. The calculated rates are 0.073 m'/s and O.l26m'/s, for the 5-year and 100- year event, respectively. The allowable release rate from the site is based on the pre-development coefficient of 0.25. I I I I I I I I I I I I I I I I I I I Clarin!{ton Newcastle Library Intensities for the 5-year return period are based on the formula i = I 778/(t + 13). Intensities for the I DO-year return period are based on the IDF curves for the Clarington area. Required Storage Volume In order to control post-development runoff to the required levels, controlled release and on- site storage are required. The storage volume necessary to control post development runoff to the above rates can be approximated using the modified rational method, as shown in Appendix A and B, and are summarized as follows. 100 ear 68.89m3 The release rate for the 5-year event from the retention area will be controlled with a 270mm orifice provided prior to discharge. The orifice size is calculated in Appendix A. The 5-year storage requirements can be met in the proposed retention area (see Appendix C). The water surface elevation during the 5-yea.r event will reach an approximate depth of390mm at an elevation of97.53. The storage requirements during the I DO-year event, will be met when the water reaches an elevation of approximately 97.68 m. The flow from the site during the 100 year event will be controlled through the proposed orifice and earth weir provided. The bottom width of the weir with a depth offlow equal to 150 rom over the weir is 0.308 m, as calculated in Appendix B. 5.2. Quality control A normal level of protection is recommended to remove contaminants that result from the normal use of the parking lot. A Normal level of Protection corresponds to the long-term average removal of70% suspended solids. Runofffrom the building roof should generally be free from contaminants. A dry retention pond can achieve a basic level of protection of 60% removal of suspended solids based on a 24-hour detention time. Based on the 270 mm orifice specified a drawdown time of 0.5 hours (see Appendix D) is calculated. Although this is less than the 24-hour retention time recommended in the MOE guidelines, this is adequate based on the actual operating depth for this particular pond. MOE recommendations are based on ponds in excess of I metre depth.y Josselyn Engineering Inc. Page 5 Josselyn Engineerin$ Inc. Page 6 I I I I I I I I I I I I I I I I I I I Clarington N<<...castle Library Performance of the dry pond is also enhanced with the use of a micropool at the outlet. The micropool is typically shallow and undrained. It's pwpose is to concentrate fmer sediment a reduce re-suspension. Grassed swales can achieve 90% or higher removal efiiciency if designed properly. The proposed 1m wide flat bottom swale that runs along the north limit of the property is designed 3:1 side slopes, a maximum gradient of 1%, and a depth of 150 mm. Grassed swales are most effective when depth of flow is minimized and the bottom width is maximized. Runoff through this swale would be "pre-treated" before entering the retention pond. The recommended strategy for stormwater management is to provide a multi-component approach through a series of stormwater quality measures. No single measure is considered sufiicient, two or more controls in series will provide a higher level of quality controL For conservative results only the developed area will be used as the total area The actual removal efiiciency can be calculated as the sum of all the control measures provided within the design as follows, for conservative results only the developed area : Description of Area (ha) Control T.S.S. Removal Total T.S.S Removal Area Efficiency (area x %TSS)ffotal Area{ha) North Roof? 0.27 Dry Pond 60% (0.27 x 0.60) / 0.32- 0.50 Rear Parking North Roof? 0.27 Grassed 90% (0.27 x 0.90) / 0.32"; 0.76 Rear Parking Swale Total T.S.S Removal 126% Therefore the controls provided are sufiicient in providing to required level of removal. 5.3. Erosion and Sediment Control During Construction In order to control the quality of storm runoff from the site during construction, the following recommendations are presented, and should be incorporated into the plans for construction, and construction specifications. . Siltfences (OPSD 219.010) are to be installed wherever there is a possibility ofronoff from the construction site onto adjacent streets or properties. These silt fences are to I I I I I I I I I I I I I I I I I I I ClarillRtOll Newcastle Library be maintained during construction, and until a good growth of vegetation is obtained on all grassed areas, and until the new hard surfaced areas are constructed. . Straw bale barriers (OPSD 219.180) are to be installed wherever there is a possibility of runoff from the construction site into the municipal storm sewer. These straw bales are to be maintained during construction, and until a good growth of vegetation is obtained on all grassed areas, and until the new hard surfaced areas are constructed. . All areas disturbed by construction are to be reinstated as soon as possible. Damage to existing vegetated areas is to be minimized by fencing the work area, to maintain construction activities to the pre-defined areas. · Stockpiles of excavated material, or stockpiled granulars, are to be located to minimize the possibility of runoff beyond the construction zone. Silt fences may be required to contain runoff from stockpiles. 6. Maintenance Like any stormwater management facility, the proposed facilities will require regular maintenance to ensure that it functions as designed. Maintenance can be broken down into two components - during construction and long term. Erosion and sediment controls shall be installed prior to construction, monitored and maintained by the contractor until completion of the site works. These contiol measures are shown on the Engineering Drawings, by Josselyn Engineering Inc. Maintenance during construction The developer is responsible for maintenance during the construction of the site. Regular inspection at the orifice location to remove potential blockages is required. Removal of garbage and other debris will be required. Long -term maintenance In the long term, the owner of the site will be responsible for maintenance of the retention facilities. Twice yearly inspections are recommended, to carry out the same procedures as noted above. Over time, deposited sediment is to be excavated and removed off-site, and the retention area returned to its design contours. Josselyn Engineering Inc. Page 7 C/aring/on Newcastle Library I I I I 7. Conclusions This report is to demonstrate that adequate drainage measures have been incorporated into the design of the site, to control post-development runoff to pre-development levels at the 5 year and 100 year levels. It is concluded that the storage requirements and runoff release rates from the site are met through the proposed storm water management facility and orifice. Josselyn Engineeringlnc. . Page 8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Clarinl{ton Newcastle Librmy APPENDIX A STORAGE REQUIREMENTS FOR TIIE 5-YEAR RETURN PERIOD Josselyn Engineering Inc. Page 9 I I I I I I I I I I .. ." ~ ~ ~ ~ .. I I I I I I I , ,. " z f' .. ...> " :J ..~ u~ "'- o~ ~~ 0:,; ~"'l "'''' :';0 ...>~ ..~ z'" 0:'; b 3 ~ ~~,e"T;] ~ ~ ~.~ -..... oW U ~ ~;a p.. 8 e ~ ~ =Ec..,;Z;~ 1! 0 0 1l = ~~ = '6 l! ......,,""'0 ~~ .....\CIl"'IlI'l ~ ~ "":0"; 00 ~ 00 . ~ . ::: = = " . . ~~ = 0 'C ~ .. 1 . . . 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Il .~ '-" .s .~ " " " c 0..>'" ~ fr~ ~ ~ ~.s .!! ~ ~ l'.~ 0' c o 0 8 -~ .g c .s~ c .~ td~ '" to- O! e .....V'I....",,,,.....,.,........ . 0 n !! 'C!~:::~::: " 0 E ~.8 , ~ = I ~ 0 ~ :; 0_ Q ~ e ~ . 8 8 " .c ~ g 0"" ~~e ~~ 1l COOOOOOOQ N e fJ = c :;~~:!55555 .s~ ~~ '3 . 0 ~ O~O E" 8" ~ ~~ci if - ~ c ~ ~~ c II II II 0 . ~,g 0 ~ "'..>..> ! e c .~ '" . c 8 U .. ~ 0 . 0 ... .c U U 0 . .. ~ ....l"-....l"'-t'-t'-l'- ~ . ~ ......,..,..,..,..,..,..., ij .S . Q cidddocic::ic:::i ~ .. a . . ~ ,e."i:' 0 0 ~ 0 N N ~ ~ N . - ~ ~ :! ~ ~ ~ ~ ~ ~ . . , - ~! E e .: ,E ;: ~ ~ . . ~ . ~ ~ ~ 0 0 0 0 0 0 ;; - N ~ v ~ ~ ~ c ,;; ]. 0 c c .. ,~ e . ] . Q ] ;;; ~ c .. <5 " I I I I I I I I I I I I I I I I I I I Clarinl(ton Newcastle Library APPENDIX C PIPE AND STRUCTIJRE STORAGE VOLUMES Josselyn Engineering Inc. Page] ] I I I I I I I I I I I I I I I I I I I APPENDIX C - STORAGE VOLUME CALCULATIONS Stage Storage for Retention Pond Newcastle Library Josselyn Engineering Job No. 974 Elevation Area Depth Volume Total Volume 97.21 0.00 0.05 0.00 0.00 97.26 15.16 0.05 0.76 0.76 97.31 40.62 0.05 2.03 2.79 97.36 105.24 0.05 5.26 8.05 97.41 143.46 0.05 7.17 15.22 97.46 163.16 0.05 8.16 2338 97.51 183.25 0.05 9.16 32.54 97.56 203.74 0.05 10.19 42.73 97.61 224.61 0.05 11.23 53.96 97.66 245.88 0.05 12.29 66.26 97.71 267.55 0.05 13.38 79.63 97.76 289.60 0.05 14.48 94.11 TOTAL 79.63 I I I I I I I I I I I I I I I I I I I QUALITY CONTROL Newcastle Library Josselyn Engineering Job No. 974 Drawdown time (t), Equation 4.10 of the MOE Guidelines t = 2A..'(CAo(2g)0.5*(h,o.5 _ h,05) Ap = surface area of pond (m') Refer to Stage Storage relationship Appendix C C = Discharge coefficient 0.71 Ao = cross-sectional area of pipe (m') g= 9.81 m/s2 h, = starting elevation above orifice (m) h, = ending elevation above orifice (m) Surface Area 0 Cross- Watel invert 0 centreline head loss Orific. Pond at sectional surfac. orifice of orifice across Calculated Oetentior diamete Storage area 0 elevation elevation elevation orifice release Time (m) Elevation pipe (m2' (metres) (metres) (metres) (m (m3is) (hours) 0.270 245.88 0.057 97.68 97.14 97.275 0.41 0.0928 0.558 ATTACHMENT TO BY-LAW 2008-059 Shoalts and Zaback Architects Ltd. 00C SUMMARY C)A.Sor,T v " p7. A CKT _7y d]M&A rds SpndJ Semradon Coswwcbvn of FZrerbr Walk 923 91014. - - +r�� F Name.SPm,tk rFir .l>i 79 CeRificah of Pnetke Number.JxJB µell Ann M LD L/11 m its %.1 Pm FRH Ltsnd Combosnble Cnmbuzbble CmwNq'don Non GrmbusBNn x CnMnryurbbxt Let(mq (m) 14/1 Max qp p (Fioun) Clnignm C¢relrm.bn Nary ddfiustlbie Camerucihm A $40ALTS xmg.roe onwm x21;lz2 1 .. Y, ol,w apenh iDexnp6an eJ.aah .�' +4 1]w(ib.fi ,W P1 NumberIXW North il holder K Ne holdm'e 1xLN. ,., SouOr n,.;�+va Name of Project F I 11.1 N. I CERTIFICATE OF PRACTICE NO.2418 Nnumsik l+u6lis liF.ary West _ 4 Cotarapui Street Suite 206 Kingetan,Ontarto K>K 1Z7 1 L-flon: Ib malleezomA.pmn ing Arnie (Adaihnnal wall ovens ronrinund below)rW la(613)641-011fi fvx(fiiJ)541-0904 Nrwm oft-L111 1. 21) Olimr-A.ribs: This le a at 7.t drowino d deai9n end shall t be used, reProdu ea weee FIh urn t_P.rmieelon.me 11m rvNrrrt ndms6ox Fmnuxxd mpo�ible 22126 eneup l 1112,uP to 2111 true,I�aalone Fio Ne olrcryi�q{Imenr s ana roport ml etr ,nlrrlbdmm�acvma_ leci wan work 1lmeee arawinge r n t I.be aealea.Army a Nation m.m ,el„�m6„6ne.nn.w.'.R.T,Nr o ce Item Ontario's 20066uidin Code OBC Reference m nbmlmn =,f.m,Getup A,umisianr plmi=d wrdamrto sememec)It-idm. In con.wcuon tom the tvf9m Ub,,shown on those drawings li ful it is nor more lhm2> .mba ,,FngN.and without written aPProve'of Ma At-iteot la eaely She Data Matrix Part 3 or 9 Pei Rm,M.nowe lAhm (b)it hose Defldbsg vrs'o n0lmme dun tlu vdue in Tebk 32225. reep_bHlty of the Constructor. Dor KT m 1 Pm)n.DexTipaun. 0 New 0..'1 e Pan.0 0 Pan9nc Table 12.25. Roney Engineering Maximmn Building Aeq Getup A,Division up 1p'_SnKls Structural Engineers ❑Additbn ll.l to ll.d 1.1.1TAI 1.12 JAI 1111.111.13. Famirm l'mt ofsmlmuz 3.22.2 fll 900 Purdy MRIe D,,Kingalon Unlari.KIM 31,19 ❑fin enI L." 0Altenlwr Maximum Area,m2 Io bW k¢s L(t)613-642-1092 2 Mil ottu urANC.NOlnseraatecr.BSIFIED�NGROUPA J.121.t Yaoz N°..1slexy. Fb,4,1st-) F-2sM.e Afira Enaineerina pr pmry(s):Fz�ASSENery occ () g g Facing 35enh Mechanical and Electrical Engineers 1 1,fi00 3,OIX1 24W 141A HI¢M.on Sbb.t.­,l--t-.KIN ZN8 3 ewtding Aree(mH: FYCdng._ae_ New_Za- T.,M-3_ 19.1.2 JA) 19.1+.IA) 2 SIX 1.000 12D8 ma110¢tim-eng.mm,(t)813-548-1440 4 Grm'e'nrea: IileBng xr^ New TaAI aps__ 1.4.1.E JA) 14.12[n] Colovm l 2 3 1 Josselyn Engineering Inc. 5 1 Number IX storeys: Alb-Gnd,,- BelowGMe 912 1.x.1.2 JAI&3.21]. 1.4.12 JA)&8.10.4. i2) Civil Engineers 3'Im buiidmgrefertmmin 8mrrnce(11i.Pennmm wbe of mmbrmible mwoxs'ian or mm<ombmmib& b 327.10.&325. 9.18211. I rulon usM sngly min wmbinnlion,vm. 913 Norrle Court,Suaa 3,Kingalon,Ontario K>P 2R9 ,�. '] tlwMing Oa tlf&ztiort a.> 32.L20.-Ar3 Y.teL tai Daor vsxmblica Wll beAreaepu rlwv m4ifaf wmbwdble mrunrwwr..bill hove efirc-real>lar,n rrg )aaaelyn®kov.nat,(t)811-634-92>9 Ivs.rhw Ac min. B 5prinkkr 6yskm Proposed: r❑Entire BuiMNg 32241.-.63 Y.1pA2 (D) m >ninll heve,dof mnAl¢rl6lr conKrucoon.afvr-m mirrg rml less tban 45 min, 1111-b'd GSmponmenn 3.215. ICI roofn4semM1lms il¢Il have,if or rom6r¢rlble rwmnvmn.of resets metre-Tess WnJS min.cuam rhel ❑Selxhd Flmr A- 32L12. n e budding ml mart Wn 1-11 in banding 1-&.lhejK-maiswe:e rm1Aq v pmminm 19 be waived Pm.idm rmfmxmbly is cmewmm6 m Anicle 3.1.14.1..ova ❑essemenl pin lieu o(roM>eting 1NDFX INDEX the AVildrrg arm is rur more limn ®mlr uireJ lJ 81 . if feting one seem, uhed: ❑1. a No 3.2.9. N A ni) 1.0DOm2 iffoung 2 9 Stan slrcen.or MPe lu 9 / (iii) I:Opm2 it faning 3 name,Prvi 10 Fbp Nmm lioqu9ed: ❑Yes ®Nor 3,11 9.10- (d)lovd6ePr wall,column mdurche.suppmdng an mxmbly rcquirm I. rmmmrce mrlrW Shoe. L'D�I7lAC Art Pl�lF$ Ir) t-firc- gang rrol Mss dun 45 min or 11 Wale>Svavve/Supply Is Adeq- ®Yes 0 No 3257. N/A fill) he urrmmamDunlhle corurmmmn' 1. PORTABLE FIRE EXTINGUISHERS ARE TO BE SUPPLIED AND v 12 High BuiMbg 01. 0 No 3.26. N/A INSTALLED BY DMSIDN 15 IN ALL LOCATIONS SHOWN ON MCHIIECTUPAL AND MECHANICAL DRAWINGS AND 13 Cormbuceon ReatrkWrtw: ❑CnmbusOble ❑Non{mnbusetblc®BoM 3.22.N1.-.83 9.10.6. SPECIFICATIONS AND IN ACCORDANCE WfTH PART 6 OF THE p„� nyrfmb Pm.-spWnWer Byatem 0 1 ARE CODE IF THERE IS A DIFFERENCE IN 114E QUANTITY SHOWN,THE GREATEST NUMBER IS TO BE Achul Carmbunbm ❑COmbusNble ❑NUP-COmbustlble®140N In) SlosNm Poom llJ will laveaepdr&la system crnracui io Vrc domeeic wmer ry.lem and will be lir&m to the INSTALLED. bpilains r¢'adlr>wNem. 14 Me>ranFmis)Area(m�:_-. 121 l.(JI-(eJ 810.11. 2. ARE STOP ALL PENETRATIONS THROUGH RATED AND wa NON-RATED FIRE SEPARATIONS. 15 OcvvpmfLOad ta.m an: ❑ms/person ®design of bvOding 1.1.12. 9.9.1.9. 1.6.2.1.1 ae.albilNy af8ne Haaemem: Ckerlpmmy J91D.-. load yes.om (1) Thebuidh.g hvs two pedezvaln mo-ermes lone public m6gmc arW ooe sleaA die public Wranec isazm.sbievrW 1.1Moor oanp y LRRARY 1eaa PO_a pm.nm wet mxomman me mlemmbw nm6a 0rgrr,�ibilm. fC� DIAQBM LEOBtO 2nd Floor Ocsuparn�_.!lt(i_ load -yerwrrs 'The Occupenl a boil Ng 121 9Vashmam dams will lave hwdwert lMl ermryorac lM imemmrnelrymblPfarrasibeih.Bmdv Cree parking 3M Flwr OrzuparN)'�liri_ Load==-._per.mss wN tre 21130 lo. urW imlNlm by MP goo the imrnrelimslrymbol ofeccessbiliry,ws siFm will hsupplimyrbe GVrn 1 IKKIR RATED ARE SFPARATNIN(BEE PAfL111KIN (.Addflimellboc even coneauetl bIbw) 23..93..DPerwys and scan TfPF3 AND DETAILS fBR CONSfRUCIKIN 16 BerYicr-free Design: ®Yes 0 No(Fxpleinj__ ___- 3R. 9S2 (Ij Alldmrs wal be widarrlum g59mrrt C) FIRE E%fINGUISRR WMPI£IE-i WALL WN 9RAa 17 ri-.us s.b-,b, 0Y. N No 33.12&3.3.1,19. 9.10.13.(4) (4)the dnon OflFrc puhlic enwnre(eglenmand hlehor vesdhle)will he equiippm wish power door npemlors. 19 RegvbedA IiOrinr I xmb Lb-Deign N., 3.22.211.-%3& 9]0.8. FIRE EXDN9Um DR CONPtETE WITH REOE,^61D Rmt lmve Ratlng M. ,(H-) -DeecriPHon(-2) 321.9. 9.111.11. FE CAStNET noon Noun N. NaM N ..a Hovrs WALL,ROOF.FLOOR,G-AZNQ OYP&1M 130ARD -_-- A --_ Me>zamrr N liuum AM FOUNDATION WALL A98BALY GOEFAL __. nR.Rmen RpF CONCEPTUAL REI�EF1It10,ACTUAL G DIFFERS IN DETAL D r3.-near." a,iI> p°e51swn(s 2) NOTM Floon N Houn i. USE E EX BOND O ASHLAR MEW CONCRETE BLOCK IN ALL 121 liuof= -Itovn WHERE IXPOSED TO NEW(ExCEPT IN ROOMS 105,121 AND 122) MeazaNrw Noun 2. SOUND BATTS IN ALL PARiRIONS AND WALLS ME TO FILL BUILDING CODE DIAGRAM- 1:150 ENTIRE WALL CAVITY UNLESS NOTED OTHERWISE. Jt Newcastle Branch Librar C I a n ton V NO GOon g Q 80009 CIO w00a00, Oo�v��aara0 a o OIO�aOOp��a�� o� O��o�gf�00 ��O�Ic�� #COL��000°�7 ---� l - ST ----- -r -- m --- --o ao 0 0 n ry, . WfTH FUEL FIRED ENTRANCE ��1NCES(1 HOUR FAIREARATION) - EXIT FROM ASSEMBLY OCCUPANCY i JANITOR 1 SERVICE ROOM ( 1� 0 HOUR FIRE SEPARATION) STORAGE _ REQUIRED RATINGS - SPRIfCLER SYSiEM '� PRA fARY ENTRANCE CONNECTED TO ° --_-- L_a---...-- ---- I'3J ------- ---- ..--_-- ----- -- _.-- --- - iI DOA WATER--- Architect. Civil Engineer: -7 ) LMiTING DISTANCE IJMTRNG DISTANCE 384M 19.2M Shoofte(end zaboc k arrohfiec ft Uc7 jazaW n OflTOTGMPY o kcR 4 Ga�arraQc�a���oc�ftg Su ftcg 206 On nNorraz (Cow?, cruse 3 - - TI _ _ M Ohgoffoge O9mlip, K7KS IZ7 Oa7g,0o1, Oft ffo, K7p 2R9 X00 O °g4�1°Oo7r96 ��� 613-634=9279 - a FaM 03-54 f1°0 010 Fam o 34°913£3 - - -- - ~ LO lei!&OOo 0/11��0 @QO �lfll¢C�a I �. i Architectural Drawin g s: Cv/Draw%n 9 s: � I I � A001 -Me Sheet,OM Summary A=-Btu Sections A400 Washroom Plane and Elevatioa801 -Site Serwoffy and GradNlg Plan Partitlon,Wall and Roof Types AM -Buidmg Sections A500-M Work Details 8802 -Detail Sheet A005-Survey(Prepared by IVan B.Wallace OLS Ltd) A302-Building Sections A501 -Millwork Details A015 -Site Plan,Location Plan A303-Wag Building Se Sections A602-Millwork Door,Frame ROOF, FLOOR, GLAZING, GYPSUM BOARD AND FOUNDATION WALL ASSEMBLY TYPES 3.015 -Site Details A3� -Wag Sections and Details 3.600-Finish,Door,Frame and A050-Foundation Plan A311 -Wall Sections and Details Screen Schedulee A100 -Floor Plan A312 -Wail Sections and Details Roof Types Floor Types Interior Wall Twee Gazing Types A101 -Floor Finishes and Floor Box Location Plan A313 -Wail Sections and Details ROOF TYPE(FLAT)R7 (R30.91 FLOOR ASSEMBLY El ( lLA1 INTERIOR WALL- WI GL-1 6mm CLEAR TEMPERED GLAZING 3.102 -FIFnItUI'@ Plan 3.3121 -Wail Sections and Details 2 PLY MODIFIED BITUMEN ROOF FLOOR FINISH(AS PER FINISH SCHEDULE) 19mm PLYWOOD A110 -Roof Plan A360-Plan Details 2%SLOPED FIBER BOARD(IN AREAS AS SHOWN IN ROOF PLAN) 150mm POURED CONCRETE FLOOR SLAB FIRE RETARDANT PAINT(ALL SURFACES) GL-2 SEALED DOUBLE GLAZING UNIT 100mm POLYISOCYNUR PTE INSULATION 50mm RIGID INSULATION GL-3 SFAlID DOUBLE GLAZING UNIT WITH 3.150 -Reflected Ceiling Plan 3.361 -Plan Details VAPOUR RETARDER VAPOUR BARRIER INTERIOR WALL- W2 TEMPERED ON INTERIOR LIGHT AND EXTERIOR 16mm FIRE RETARDENT ROOF SHEATHING 200mm COURSE OF 19mm CLEAR STONE(COMPACTED TO AT 19Dmm CONCRETE BLOCK LIGHT 3.200-Building EI6VatlOne 3.362- 38mm STEEL DECKING FIRE RATING L5 HOURS OBC SB-2 TABLE 2.1.1 A250-Window Schedule AM-Plan Details - STEEL STRUCTURE SLOPED LEAST AR TYPED) INTERIOR FINISH ( ) GRANULAR B TYPE 1 AGGREGATE i0 20Umm FROM THE EQUIVALENT THICKNESS 106mm) GL-4 SEALED DOUBLE GLAZING UNIT WITH A364-Plan DetailB UNDERSIDE OF THE INSULATION,PLACED IN MAXIMUM 250- TEMPERED ON INTERIOR LIGHT AND FRITTED LOOSE LIFTS, AND COMPACTED TO AT LEAST 907 S.P.D.D IN RIOR W it - A GLASS ON EXTERIOR UGHT ROOF TYPE R2(SLOPED)(R25.3) 140mm CONCRETE BLOCK ASPHALT SHINGLES ASPHALT SATURATED UNDERLAYMENT INTERIOR WALL- W4 Structural Engineer: EA VE AND VALLEY PROTECTION(AT PERIMETERS AND VALLEYS) Exterior Wad Twee 92-GYPSUM BOARD(TYPE 'X') 13mm PRESSURE TREATED PLYWOOD 16mm METAL STUDS 0 400mm 0.c. g Mechanical Engineer., Electrical Engineer. 125mm SEMI-RIGID INSULATION(88mm IN 100mm "Z"BARS) EXTERIOR WALL-E1 (R18.2) 88mm SEMI RIGID INSULATION (SOUND BATT) 150mm "Y' BARS 0 600mm o 90mm BRICK VCNCER T6mm GYPSUM BOARD(TYPE'X') (100mm"Z"BARS®PERIMETER) 25mm AIR SPACE L�T/�1 n / T �}/�,-.� {y fp �.rT /�,7 fp/� �y VAPOUR RETARDER( PEEL&STICK MEMBRANE) 88mm SEMI RIGID INSULATION INTERIOR WALL- W4A G�MA C�no4611GeC"rr0�o SQUtl Qlll�(U /�LLQUa�tlU�� �� (�] (S�o 4 16mm FIRE RETARDENT ROOF SHEATHING AIR/VAPOUR BARRIER 16mm GYPSUM BOARD (TYPE Y) g g g¢ ✓ U d A9ft Enginowin Ltd 38mm STEEL DECKING 190mm CONCRETE BLOCK 152mm METAL SPUDS 0 400mm ac 900 1purdy N§i§z b7oad V4VQ 6�Ogkoomt �5ftrooff 14DQ Mc kson Streog STEEL STRUCTURE(PAINTED) (INTERIOR FINISH) B8mm SEMI RIGID BOARD(TYPE (SOUND BATT) GEI-I T)Board Types INTERIOR FINISH T6mm GYPSUM, BOARD(TYPE'%') EXTERIOR WALL-E1A GB-1 18mm TYPE"X"GYPSUM BOARD(WASHROOMS) 1 ReNsed and/slued Feb 11,2008 COaVg8ftoa�9 Ong(THOe K79f13G0 Kkgaftoo, Ongarroo 072#2((9 ffin sffon OMENG K7K2?4� RESERVED O o o ROOF TYPE(MECH ANICA�R3 INTERIOR WALL-W5 tor^Re-Bidd/ng CB-2 16mm WATER RESISTANT GYPSUM BOARD g y c�j g g 2 PLY MODIFIED BITUMEN ROOF 16mm GYPSUM BOARD(TYPE.'X'j f /saved fix T der 2008 EXTERIOR WALL-E78(240 BLOCK)(RIBA `�/� 6f,74,62-302 `�/�'1 �N�/ f� �0 `1� �,/�j (0'J 2%SLOPED FIBER BOARD(IN AREAS AS SHOWN IN ROOF PLAN) 90mm BRICK VENEER 22mm METAL FURRING®400 mm o.c. Rewlm Deemyrnon Ovte (l a (l l�i� V(l g°e�4V°7440 (l O 6(l C?]° 60-7,140 50mm POLYISOCYNURATE INSULATION 25mm AIR SPACE ri -v'-v VAPOUR RETARDER INTERIOR WALL-W5A Pra1� FEZ. �j 100mm POURED CONCRETE 88mm SEMI RIGID INSULATION 16mm GYPSUM BOARD(TYPE 'X') Newcastle Library lrEZ. 613-5,62-072n (91.7-549-3793 38mm STEEL DECKING AIR/VAPOUR BARRIER 54mm METAL STUDS 0 400 6 a Ira 6§3-540-3793 STEEL STRUCTURE(SLOPED) 240mm CONCRETE BLOCK (Tender/¢CL2008-7) cam f� {�/p /�1/� bra /� / f "1 c�/{�fp /�Lp /,a INTERIOR FINISH (INTERIOR FINISH) INTERIOR WALL-W5B E°1�1f EM Wo@roneyangboo�ong.cam lS°Mail. �a�a @aCS�Ua°150UgnlJo� lS°IIU &M UULIaQa@(�eft-1i1111g.com EXTERIOR WALL-E2 188) 15mm GYPSUM BOARD (TYPE'X') L¢catlo, MAIN CANOPY(FLAT)R4 92, METAL STUDS 0 400 mm O.D. 150 King Avenue 2 PLY MODIFIED BITUMEN ROOF 90-BRICK VENEER VOID(SEE DETAILS) 25rnm AIR SPACE 27,SLOPED FIBER BOARD (IN AREAS SHOWN' ON ROOF PLAN) NI-5t14 Oetgr/D T6mm P.T.PLYWOOD (FROM 25mm TO Omm IN 7200mm WIDTH) INTERIOR WALL- W6 L)@ 1145 89mm P.T. WOOD STUDS 0 300mm 0.c. 25mm POLYISOCYNURATE INSULATION VOID(SEE DETAILS FOR SIZE) 25-A RICSPA LEER aMunicipality of Clorington Structural Drawings. Mechanical Draw/ngsi g VAPOUR RETARDER f E/ectrica/Drawin s, 6-FIRE RETARDANT ROOF SHEATHING 88mm SEMI RIGID INSULATION 16mm PLYWOOD 38mm STEEL DECK AIR/VAPOUR BARRIER 92-METAL STUDS STEEL STRUCTURE 190-CONCRETE BLOCK VOID(SEE DETAILS) Sf01 -Notes,Schedules,Loads and Typical Details 1A -HVAC: Et -Electrical site plan,legend and schedules EXTERIOR FINISH EXTERIOR WALL-E4 �Le.{,�i.nw. 90m 1 BRICK VENEER Title Sheet SI02 -Typical Details M2 -PIUmbeIg E2 - 111'2"Ll,emergency eXlt elgtlflge NORTH CANOPY(�j RS 7.Smm AIR SPACE Foundation Weil Tvoes 08C SUMMor 2 PLY MODIFIED BITUMEN ROOF y 5201 -Foundation Plan M3 -In-Floor Heating E3 -Power and COmmlNllCatiOn 29.SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) AIR/VAPOUR BARRIER wall, Partition and Roof Types S202-Low Roof Framing Plan 50mm POLYISOCYNURATE INSULATION 6mm P.T. PLYWOOD FOUNDATION WALL TYPE VAPOUR RETARDER 89mm P.T. WOOD STUDS 0 300mm 1,- CEMENT PARGING(2 BLOCK COURSE) 5203-Mechanical Unit Screen Framing Plan STEEL STRUCTURE DAMPPROOFING MEMBRANE 6mm FIRE RETARDANT ROOF SHEATHING 90mm CONCRETE BLOCK 100mm RIGID INSULATION STEEL STRUCTURE POURED CONCRETE FOUNDATION WALL Down by Dote and Steel Elevations 38mm STEEL DECK SM -High Roof Framing Plan 53� -���and��� EXTERIOR FINISH FWDruory 11,700B Flle Nam. I SuPeroedu I suP.'fadsa By OS73-tsO10 alert_j_t/ Drawhg Number ICL2008-7 001 J6 a ReMsbn e /`-I 0633 12 i �I COFYRIG lT©NAH 8.w E aLS.LTD.2007 PLAN OF TOPOGRAPHICAL SURVEY OF PART OF BLACK 18 REGISTERED PLAN 1OM-812 and PART OF LOT 27 CONCESSION 2 GEOGRAPHIC TOWNSHIP OF CLARKE (FORMERLY VILLAGE OF NEWCASTLE) MUNICIPALITY OF CL ARINGTON SCALE RAno:1 Ta 300 metric 5 4 3 2 1 0 5 10 16 20 mebm IVAN B. WALLACE O.L.S. LTD. PART 7 PLAN _ 10R-J16J NOTES P.LN. 26655-0051 DISTANCES SHOWN HEREON ARE IN METRES AND CAN BE CONVERTED TO FEET BY DIVIDING BY 0.3048. LOT 6 7 The location of the Buried Gas & �� PART B Buried Bell was derived from field survey as JCL PLAN o�kd� "k located by Ontario One Call. 10R-3163 �u\,y►�aJ +Ip.11 ,_% P.I.N. 26655-0032 • �.y7•�5 00' Watermain, Storm and Sanitary information shown on �� •6.ES8 �� County Road 2, was taken from Regional Municipality of Durham °y REGISTERED PLAN 10M-812 y Drawings 5-2844 & WS 5 and Town of Newcastle Drawing No. 4 � (sIe) �,w� � 81 can LOT 9 3 LOT 7 PLAN PART It 10R-Jf6J 7°+cA o a1) $ mho PART 7 PART I2 PLAN image cm, Quo, s.kw I" a,PLAN PLAN P.LN. 26655-0 03 3 C+lOR-3163 10R-J16J /J1 PART 10 1; U BENCH MARK NOTE LO PLAN o`gE`�� BLOCK�,k 1" 18 " Z= Benchmark No. 520 S, Elevation 99.2 9m TOR-3163 4`•eQa �����. 5 °'°� %g LEGEND P.LN. 26655-0034 ?rye• ,e+?iN' +�.' a £�'�' SSIB denotes short standard iron bar -;q- P.I.N. 25655-0036 PIN. 26655-OOJS +B 1P,S ,a`' s �� +�51 a?dgB `��,�,nd IBIB denotes rondbor iron bar Al Faiu qg' 3) Fannpaef +�` a0. egalpme"+ P.I.N. 2660-0045 m IP denotes iron pipe 51 s6 a.+�•as4s m a«n« a eo denotes tree diameter ttae (M)� nore et) ,6 (,qe)gBe1 B ,e ,d' Lct lMe R6 1 ,, q1 -fl-denotes survey monument pplanted gb�° (1106) fin'+^' °' —a--denotes survey monument found ,9P qg����)qgr /�'�•�� ga?g ��aa 98.66(P3 a M) gg. ,, 1, �, s�0 6n �m FF denotes finished floor elevation Easement as M - r �J �/ 8'1N 71'24'35'E(M) Ba1etl Ul curl, + ,ay ` Via*/,a��,o� ,,:� X 193.6enotes spot elevation lost.No.N 43575 ab '�' " s«m ,.,o eIp ,.00 eIg D.go dm ,.,o a 61 d g.,an denotes deciduous tree �qg 11 GoHwge Can +e o dla •5 . 1.D0 die cP q10 e " de 6o dl +p0 = denotes coniferous tree ,o dl e.! w°+ L�qn CB denotes catch basin di 5eing ,1 LP denotes light pole hoe o°• ( MH denotes manhole BPEDdenotes bell pedestal 40, P1 denotes Plan 1OR-1857 pB+° ere c+ P2 denotes Plan 1 DR-3768 P3 den otes Po 1'gam "6 P4 denotes Plan 1OR-2028 °gam g P5 denotes Plan RD-45 o.eoeaa a° t PART 6 g PLAN i�I 1Lb4-3768 BLE—IMS epk�� y,�6 aeo dm % �bg• a F 11 ° s 8 g B Md« gq a,an link Fens qg9� a�,g� ` gbe o, qqd �`«�age can Hydro Pd. ko 0aH'•w can 1•+mill b yp. Gvrbage Congb5g F L NO n L1 am dlo q1� N 1.em aam ence a aa�,.2m npM1 cram unk F.n.e eg° Bq>Ss 'Po 'dopp cop JID BIF+CNEftS z gq'Ig 9g'g° �`] gq,kg0vte gg6 YS. b S he dD9• 04 lop ,°dam PART I ak° PLAN 10R- 11957 qg. E _ 11 P.I.N.26655-0064 do. Bbd Y ggbg 9q5 gb5' 9q 1a � 9'1 U ago ew d+ gg. ,o A.— m eb� LOT aeJ" X05 D 27 0 1 Da,DVge cen ugn�6se'anaee ®p°' P,LN. 26655-0118 'A0 CD is 9811 gg,0 z .01 u ee( tl 3� g0 eh 3� yB9` � Aa ores x`;o PLAN" m'a 1OR-J768 Z— CONCESSION 2 O o.]o®g "g eb•g a n.q t SMm we aye 4.4m J aeo me _ F 5 SO �bk gba° ®b, g•° gg c h EE 6«elwle Flo LL S fiprdda ry I y S e e«.nee/e � 4 � gq:ID •l dye E 9 ie q9:g 8 4s e CC ti LLJ B Sooc«Pwb z 11 Bw�aep Oq?q �a' ®Ce P.I.N. 26655-0065 z P.LN. 26655-0063 B«.nde#6 Anon« b 1 q1 q q5 �,M1 Bas 40 Da na.y4 i% PART Z PART Z a]o I PLAN PART 3 PLAN 41 PLAN >OR- 1857 TOR-3769 ),OR- 1957 P.I.N.26655-0064 B 0A0 411, 401 ggff• D8 gg 0.0 611 d 1.2m nyn CAVM LNM Force eo Mde 191 �J Note. ® de RIw B«eM1OIM 42 e:43 an eM1Otm m hated M 6Md N Pda n avludly hvretl 24 meba narin Bq,3, a.ea dlo . �� Imeare b„ this lowlbn Mel B.on gy g�9a 1.tO dlv A- U all.ap a� uta ma 79 G«den ,g 11 did oa,d.a yy a qep •lp ��6 -,q am eM 3 Fmoe 1140 4. � 191 01 n a2E,a.,N g6' a. aw (/ ') to e5 ® ]s.4a(P,.W g&1 e 3 a«bage c.a1 ,gyp T° J o.co me aq S'� I s 5RB " 75(P2 •E 59 $ goal` a6' 99a�• 0.50 die $ MH da'�1 ",WO Pois �— 90 (Mm) zo.es(PZ a M) Mm) ge.+1 Bbd 115`" gn?n me g.n°e° 4, a g� 2 a«re cee 11 qqe•7A �n PART B (,106) eel'° PIN. 26655-0124 �. 111 °yh A3 •� 100.48(M)tpa68(Pt) PIN. 16655-0123 M cue STd,«m E —, .11 vN PLAN ilb Bg' �' N 71'14 D0°E(Pt P5 k M) S M Cvn.Pad 5q 611 Md 60 �1 RO-45 �• •..:.,..:.5en'd. ^1�';!-. Genesis - g. SWer�ok�'.' H. B PART 17 , • �!s g650' .:, Omboge C«, CurO n Sign �j PLAN SM J5Qnm GP.-JIR . SM]50mm CP.-]Of gq, le g3 ® Slm 6]5m�-GP.-]os RO-45 PART 13 em,pnmark g' 4aamm Wal.rmam Ro-45 COUNTY ROAD NO. 2 Known locally as KING STREET EAST ge'�" ges gqM gbeg a sa �;g On".. al Pawnenl P.I.N. 26655-0122 SURVEYOR'S CERTIFICATE I CERTIFY THAT IVAN B. WALLACE 1.This survey and plan are correct and in accordance ONTARIO LAND SURVEYOR LTD. with the Surveys Act, the Surveyors Act and the 71 Meams Court,Unit 1 Land Titles Act and the regulations made under them. _Py BOWMANVILLE ONTARIO 2.The survey was completed on April 11th 2007. xta•«,t Telephone 9054623-2205 Whitby Direct Line 905-668-8893 April 13th 2007. Toll Free 1-800-667-0695 Date Facsimile 905-623-0612 Crystal Crunch Project No.5-7717 Client: Municipality of Clarington Ontario Land Surveyor Ill.- y: F.R. 011 '*`Sy: C.C. Pb1Nd` April 13th 2007 ge_ gt 0 Q. co 'C n. m IGY 4 a 4b c g IQ Q =- ° € � 11110D n,, NG,- J", 2-1-11,-1 M-AYGROUND Shocits and Zaback EOUI ENT Architects Ltd. SIB �,Zzz, Site Plan General Notes: Site Plan General Notes Cont'd nqs G. aII, NSSOOZ" 7 IN 71'24'35"E .,b 59580 SIB I'D 1. THIS PLAN PREPARED USING INFORMATION DERIVED FROM 20.THE TEMPORARY POLE,TEMPORARY LINE AND TEMPORARY SURVEY PLAN ENTITLED"PLAN OF TOPOGRAPHICAL SURVEY SERVICES ARE ALL PAID BY THE CONTRACT.THE REMOVAYL op N 71-24-35-E 99 0 OF PART OF BLOCK 18 REGISTERED PLAN IOM-812 AND OF THE TEMPORARY SERVICE,POLE AND REINSTALLATION IS BY THE CONTRACT. -401S_5� PART 0 LOT 27 CONCESSION 2,GEOGRAPHIC TOWNSHIP OF ,F, C ARKE(FORMERLY VILLAGE OF NEWCASTLE)MUNICIPALITY 0': -,I I� F CLARINGTON"PREPARED BY IVAN B.WALLACE OA_S. 21.THE NEW POLE MOUNTED TRANSFORMER,NEW POLES AND LTD.,APRIL 13,20D7.REFER TO SURVEY PLAN FOR -40 O,�LIS PRIMARY LINES WILL BE SUPPLIED AND INSTALLED BY THE ADDITIONAL INFORMATION NOT SHOWN ON THIS PLAN. 'I, . � L . -_%, , Newessille 19,\ 1, < GARBAGE OV 2. ALL EX STING TREES TO REMAIN UNLESS SPECIFICALLY UTILITY COMPANY AND PAID BY THE OWNER, proposed 22.THE SECONDARY FEEDERS AND CONDUIT'S/DUCTBANK FROM N SHOWN TO BE REMOVED. PROTECT ALL TREES,ADJACENT ME TRANSFORMER TO THE ELECTRICAL ROOM IS BY L I&YEIR A 7 TO AND WITHIN THE AREA OF WORK. DIVISION 16. UI CERTIFICATE OF PRACTICE NO.­8 V\ 3. BUILDING WASTE(GARBAGE AND RECYCLING)TO BE HELD IN 7,1, E.-I 2.E KI­t­O­r1.<7K 1Z7 23,THE EXCAVATION AND BACKFILL AND REINSTATEMENT IS BY o STORAGE WITHIN BUILDING UNTIL PRESCRIBED DAY OF�� DIVISION 2. B"N I mme ma 1�)­0776 fb�513)541-0804 SWING SET 4. THE CONTRACTOR IS TO CONSTRUCT A PURPOSE BUILT 24.THE CONNECTION BETWEEN PRIMARY AND SECONDARY WILL 91 dr.-II 'V­ V PICK-UP. -7 TEMPORARY ACCESS ROAD TO PROVIDE ACCESS TO THE D ­du­ r­­wIth­­11m Iq'BE ONE BY THE UTILITY COMPANY. THE COST WILL BE Anchor FII di-m-_d".1.11 7" AREA OF WORK FOR THE DURATION OF THE PROJECT.THE PAID By THE OWINER- CONTRACTOR IS PROHIBITED FROM USING THE EXISTING wg 1ec Fr. _t I*I *F` y d­I,tI SHARED DRIVEWAY ON EAST SIDE OF PROPERTY FOR EITHER 25.ALL BIDDERS(INCLUDING ALL SUB-TRADES AND SUPPLIERS) M--ti- ACC SS OR DELIVERIES.RETURN SITE TO EXISTING MUST COMPLY NTH THE REQUIREMENT TH E Wthb,t­t,�w­� f th.-It-t 1,­IMy U,, COND TONS OR WHAT IS SPECIFIED ON PLAN AT END OF PAT THERE IS TO 9� TO CONSTRUCTION.CONFIRM EXACT LOCATION ON SITE PRIOR C014 13E NO ACCESS TO THE SITE FROM THE PAVED DRIVEWAY TO THE EAST(NOTED ON THE SITE PLAN AS-FIRE ACCESS HYDRO CONSTRUCTING. ROUTE") SI0-Oj!N� -WO' Roney Engineerinq Structural Engineers 5. CONSTRUCTION FENCE/HOARDING TO BE MINIMUM 1800 MINI HIGH CHANLINK FENCE WITH SECURE ACCESS GATES. M 900 Purdy MOM D,KI,g­O-H.K7M q11 BELL FENCE SHALL W 613-542-3092 roneygikw net H ELL 0 it a 13Y MEET OR EXCEED ALL STANDARDS AS 9 Ig RE REQUIRED AUTHORITIES HAVING JURISDICTION. Ir_, , , Afira Engineering CONTRACTOR IS RESPONSIBLE FOR FOR SITE SECURITY FOR Mechanical and Electrical Engineers THE DURATION OF CONSTRUCTION AND SHALL EMPLOY MEANS NECESSARY TO PROTECT PROPERTY 1A I.-S-L K.,­­.H.KIK ula (t)613-548-7440 ch WHATEVER THEFT AND VANDALISM.CONFIRM EXACT LOCATION AGAINST PRIOR TO CONSTRUCTING. Site Statistics; ON SITE Josselyn Engineering Inc. 6. -1(RESIDENTIAL) PUBLIC USE PERMITTED ASPHALT PAVING IN FIRE ACCESS DRIVE TO BE HEAVY DUTY ZONING R1 Civ;f Engineers 633 N.-Court,SM.3,-q.tn.O,t.,k,K7F 2R9 REQUIRED PROPOSED (INCREASED DEPTH FOR WEAR LAYER AND SUB-BASE). EXTEND HEAVY DUTY PAVING FROM CURB TO CURB. MIN. Ax. 1ee.aynaNOe.neL(t)6t3-B]4-92]8 MINI SOCCER REM ONES ME SHOWN FOR REFERENCE ONLY.THE FIT OUT 7. AT LOCATIONS OF REMOVALS(FENCE.BENCHES,POLES, LOT AREA(M2) 650.0 16,528.1 OF ME REM WILL BE BY ME ETC.)REPAIR GROUND TO MATCH ADJACENT i.E.FILL ALL I'M MUNICIPAUTY. HOLES AND COMPACT.INSTALL SOD OVER PATCHED AREA. Legend DRIVES&PARKING(%) - 5.1 8. AT COMPLETION OF PROJECT REPAIR ALL SURFACES TO WALKS - 3.6 F-1 I MATCH EXISTING/ADJACENT LANDSCAPING 30.0 85.9 PARKING LOT LIGHT POST FRONT f(M)Nina LE.) 9. INSTALL NEW TOPSOIL AND SOD GRADED AS REQUIRED OT r2 Key Plan WITHIN ENTIRE AREA OF WORK. FIR YARD (M) ON" 100_1-1 0 L �10 Mini - jj� BOREHOLE LOCATION AND NUMBER ED 0 SETBACK M) 8 qa �f), NT S'�D SETBACK(M) CAN TO ANY AREAS OF THE EXISTING PARK DAMAGED, WI�W YARD CATCH BASIN GA 10.OUTSIDE AREA OF WORK INSTALL NEW TOPSOIL AND SOD j, ��'8occer DISTURBED OR ALTERED BY THE WORK OF THIS CONTRACT. BUILDING HEIGHT(M) /10.5 6.2 Ol 1@1 FIRE HYDRANT qP 11.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BUILDING CROSS FL.AREA(M2) - 888.5 LIGHT BOLLARDS 10 CONTACT APPROPRIATE UTILITIES IN ACCORDANCE NTH G TION SCHEDULE TO THE #PARKIN SPACES(1/40 M2) 22 32 OUTLINE OF MFRMMAM----/ 01 FRAMED AREA OF INFOOLD Field STEP BIKE RACIN REQUIREMENTS Or THE CONSTRUCTION ENSURE SERVICES ARE INSTALLED IN COORDINATION NTH PARKING SPACE REPAIRS,MMFY EXTENT N, "IY13 WORK OF THE CONTRACT. DIMENSIONS LXW(MM) - 2750X6000 ON SITE 0 'C' BARRIER-FREE 12.THE GENERAL CONTRACTOR'S WORK INCLUDES COORDINATION PARKING - NEW TREE, HYDRANT WTH ALL UTIL TIES. SPACES 3 BARRIER-FREE PARKING 13.THE WORK OF THE REGION OF DURHAM INCLUDES SPACE DIMENSIONS LXW(MM) - 4125.6000 REINSTATING ALL SURFACES AND FINISHES AT THE #LOADING SPACES 1 1 COMPLETION OF THEIR WORK. LO - DIETING TREE AND TYPE NUMBER AGING SPACE 4 14.THE WORK OF THIS CONTRACT INCLUDES REINSTATING OR DIMENSIONS L�W(MM) 4125x6ODO FINISHING ALL SURFACES ANDPRINISHES AT THE COMPLETION DRIVE&AISLE WIDTH(MM) 7000 CC, OF THE CONTRACT WORK AS ER THE DOCUMENTS. FIRE ROUTE E-NO PARKING SIGN(SUPPUED BY ME OWNER,INSTALLED By I's 15,CONNECTION TO THE EXISTING WATER LINE(ON THE DO MACT) PROJECT SITE)AND THE INSTALLATION OF THE NEW LINE TO TREE SCHEDULES BANMER FREE PARKING SIGN(UMPUED BY ITEMIZED PRIM#1: THE BUILDING FACE IS INCLUDED IN THE CONTRACT IN ME OWNUO.INSTALLED By THIS CONTRACT) MINI SOCCER REND DIIA ION 2. 16.THE SUPPLY AND INSTALLATION OF THE FIRE HYDRANT AND TYPE BOTANICAL COMMON CALIPER ROOT REMARKS ME FOLLOWING WORK IS INCLUDED IN ME BASE BID, AFTER BID CLOSING BIDDERS,WHEN REQUESTED.ARE NAME NAME TO SUBMIT MIN 48 HOURS ME COST FOR MF N THE CONNECTION TO THE MAN IS ALL WITHIN THE ROAD FOLLOWING WORK WHICH IS INCLUDED IN ME BASE ALLOWANCE. THIS WORK WALL PAID BY THE OWNER AND Site Demolition Plan ?G:AUL REMOVALS OF FIENCES.BACKSTOPS. COMPLETED By THE REGION ON F DURHAM. TI ACER AUTUMN BLAZE MAPLE 60 we UNIFORM Drawing Notes: BLEACHEN5,HYDRO POLES,ETC FIREEMANI EXCAVATE AND REMOVE GRAVEL INFIELD. 17.THE CONNECTION IN THE STREET ALLOWANCE AND THE UNE MINIMUM DEPTH OF 15MM To THE SAMPLING MANHOLE(WHICH IS ON THE PROJECT (D APPROXIMATE EXTENT OF NEW PARKING LOT AND INSTALL MP SOIL GRADE TO ENSURE PROPER PR PERTY)WILL BE INSTALLED BY THE REGION AND PAID DRIVEWAY 0 DRAINAGE BY THE OWNER. • INSTALL SOD AT ALL REMOVALS AND OVER APPROXIMATE EXTENTS OF NEW BUILDING FORMER INFIELD 18.THE SAMPLING MANHOLE, THE CONNECTION OF THE UNE •�1, INSTALL GOAL P.TS SUPPLED BY OWNER "MY MR FROM THE STREET INTO THE SAMPLING MANHOLE AND ALL PARK BENCH TO LOCATION SHOWN OR AS DIRECTED ON (D REN W AND RELOCATE EXISTING WOOD AND METAL ME GRADES OF ME NEW SOD OVER ME FORMER WORK FROM THE SAMPLING MANHOLE TO THE BUILDING SM.FOR EACH EXISTING BENCH,SUPPLY AND INSTALL I INFIELD ME TO MATCH ADJACENT EXISTING GRADES. FACE S INCLUDED IN THE WORK OF DIVISION 2. NEW BASE MRSH MADE ME FORMER INFIEW AREA TO GARBAGE CAN PROVIDE POSITIVE DRAINAGE TO ADJACENT AREAS OF P" 19.THE SUPPLY AND INSTALLATION(INCLUDING ANY @ REMOVE AND RELOCATE EXISTING GARBAGE CAN TO AND GA. LOCATION SHOWN OR AS DIRECTED ON SITE ME FILED.MAINTAIN ME OVERALL EXISTING SITE UGHT STAND cjJ DRAINAGE PATTERNS AS 0 TUNED IN ME STORM BASIN EXCAVATION AND BACKFILL)OF THE GAS LINE TO THE WATER MANAGEMENT REPORT.NO REGRADING METER AND THE METER 15 BY THE UTILITY COMPANY AND EXISTING SOCCER POSTS TO BE RELOCATED BY OUTSIDE ME AREAS RESTORED BY THIS CONTRACT PAID FOR BY THE OWNER. MUNICIPALITY Ofi IS REQUIRED. EXISTING BUS SHELTER TO REMAIN.MANTAIN PUBLIC ACCESS THROUGHOUT CONSTIRUCIOW PLANTING BED TO BE REMOVED TEMPORARILY AND INST--nRE ROUTE REINSTATED AFTER CONSTRUCTION j7- X EXISTING MAIL BOXES TO REMAIN.MAINTAIN PUBLIC �/X ...... ACCESS THROUGHOUT COISTFtUCTION. NO PARKING'SIGN 1110 OF 4) 0 REMOVE AND DISPOSE OF EXISTING BLEACHER SEATING 03 REMOVE EXISTING HYDRO POLL HYDRO UNE 70 BE DISCONNECTED BY UTILITY. x EXTENT OF WORK x (D EXISTING FENCE AND BACKSTOP MOUND SA4IOBAU_DIAMOND(INCULDING ALL FIENCE FOOTINGS) I AN&M I a REMOVE METING FENCE MOM WOODEN STAR TO SOUTHER EXTENT.(INCLUDING ALL FENCE FOOTINGS) 03i I O / / / Y ;,z, N EXTENT ON SITE Adak j,x REDUCED WE DSTURBANCE: x, > X LIMIT SUE DISTURBANCE INrUUDNGjEMTHWORK AND CLEARING OF VEGETATION TO 21 BEYOND r LGI'TEiwEF1 1 TV-N' ME BUILDING PERIMETER,1.501 BEYOND 7 LAN CUL CUL PRIMARY ROADWAY CURBS,WALKWAYS,AND T! "AD BEYOND CONSTRUCTION AREAS WM PERMEABLE DRAINAGE SWAM Ti MAIN UTILITY BRANCH MUNCHES,AND 7.5. LOT 7 < SURFACES(S1,CH AS PERVIOUS PAMNG MEAS, STORMW TER DETENTION FACILITIES AND I�CURB 11 'U R PLAYING MEWS)THAT REQUIRE ADDITIONAL ne_U T CUT EII 1 �UFS I R'ii i gr 1 1 L "IS, STAGING AREAS IN ORDER TO UNIT COMPACTION y/J IL _0 F BL�I ­ IN THE CONSTRUCTED AREA. CU j V RID, SODDI D 0 'x? ASPHALT PAVING 750 2]50 750 ]50 a NO -CURB nk� IY 574= A T1 bow 30M �711 1121 412s 7.TYP, 4125 6277 4 �J? 6 T1 -y bee i q$'L 6950 Fire Access Route '010D DEPRESSED.131 WALK 6 DEPRESSED SIDEWALK- v X Ti 28897 I I z�,-BIKE RIMS(6)- SODDED AREA DOTAL( c%).SEE T1 WTI APPROXIMATE LOCATION OF SODDED AREA EXISTING HYDRO RD MORE C, X, ATTACHED. 21- TEMPORARY POWER WILL BE cj MMINOFIARY ACCESS ROUTE TO BE -FILAT ROOF 12000.. APPROXIMATE LOCATION OF CANOPY OVER.TYP. MAXIMUM NEW HYDRO P�WTH POLE 41 Ol 13Y THE CONTRACTOR MOUNTED TRANSFORMER(BY U IN ON ME INFORMATION G' N TIUTY). N ME G OTECHNICAL NVESTIGA LOCATE TO STAY CLEAR OF BEES AND DRIP LINES. x �97 T1 i 4 L LT PAVED T OF WAY 12 II x aEHAOG E C-,N�ESSION !�-m X U, CONCRE SIDEWALK SEE F I/AD15 FOR DETAILS MIA IML ---I L x­ -ME CONTRACTOR IS NOT Ti PERMITTED TO USE THIS 1200-MAXIMUM DRIVE FOR ANY PURPOSE�. J"X� VAIS DRIVE IS NOT ME r/x MUNICIPAUTYS PROPERTY. F- - TREE,TYPIC T1 T1 T1 9 .2 �792 EDGE OF ASPHAL > 11 �ERPO L ,,A X M. �SIOROJCIUIOI..ME BE SET PARALLEL 2 R�q­f and 1-d Feb 11,2006 A tP,7-d- 2008 X, L ­77`7 [>�� OR".- �,Fnpu­ Data 'L' xr'y Bidding MPTANDARD I f­d "'0 1 MAXIMUM ON Newcastle Library er r (Tender#CL2008-7) o6 DG 9 \'CRIES x 7 01(-1)1 41 150 King Avenue 7 4 'Ve-th,'0,10,16 x 2. LIS IH5 FRONT YARD SETBACK A�l-I- K11 Municipality of Clorington o EXISTING PL&NTIN q-- 15 T�,__ N 71*14'00"E ASIN q STIN A 75440 CUuN I Y F�UALI N RDMAI 2 Site Plan 0 MH Location Plan N 71 20650 BEN N 7 1 OF BANK ff I "�O�O� 480 9z TOP OF BANK SIB N� aD Rt Y UGHT STING PUS SHELTER ON STANDARD MANHOLE E�EKSTING MUNICIPAL S H D­by D,1, CONCRETE"TO E Rld..11 Feb­.y fl,2" I rl-"\ Site PW-1 UGHT Ip GARBAGE CAN C5 -4Lr SIGN MO.N... S,P-d,, Superseded By �10 1:200 STANDARD SON• r2`1 SRO Demo Plan 06M-VOIq NEW GARDEN SGN BASE INSTALL r1b ,Bit� CAMIHRASIN CC h­rk C,� 2 CONDUITS FROM ELECTRICAL 1:500 C11-P,.J,.t ',,b,, �s NETFES King Avenue ROOM TO THIS WCAnCN FOR I 1 7 5 io 15 io C 98.5 FUTURE EI-ECTRICA.-SIGN. XL2008 Project 1 6 T I A 0 10 Shoalts and Zaback Architects Ltd. \p pSsct 2 Sri Notes o CHT� 51400TH MARgNS IN ALL CONCRETE - 5 O•Ut5 SIDEWALKS ARE TO MEET THE REQUIREMENTS OF THE MUNICIPAUTY OF CLARINGTON ACCESS131UTY COMMITTEE.PRIOR TO COMMENCING,SIDEWALK DETAILS ARE TO BE - SUBMITTED TO THE ARCHITECT FOR REVIEW BY CERTIFICATE OF PRACRCE No,2436 THE ACCESSBILITY COMMITTEE. 4 Cataroeal Strati SLR,3O6 Irinprtm,Onlwio K7K 1P NEW 125mm THICK CAST—IN—PLACE CONCRETE WALK WITH AGGREGATE BORDER.APPROXIMATE PATTERN OF CONTROL .1;maAerxwch.00m JOINTS AND COLD JOINTS INDICATED.BROOM FINISH.PLACE FULL COLD JOINTS WITH JOINT FILLERS AT MAX 20'-0°o.e. tW(613)541-0M be(613)4 I-08w Thh,b o copyrlpht drowhp and d v and Noll not be used, rapraduead w nNaatl wtthout 1,, par Wi .The omhoat«NdI check and verify all dmmabna and report dl d—1lW to Ne architect«Iw to wmmandnp Rh work Thera tlrowhpe are not to be rcdetl.Any rA- In cauMUCLm from lha Infwma lm shown on there drorhps MMmt wr11M approval of t.A Ihlteet b rddy flte 457 VARIES(SEE SITE PLAN) 457 r.yan.roettr ma canetrvet«. 100mIN(MIN)SMOOTH 100mm(MIN)SMOOTH JOINT FILLER AT 150mm TOPSOIL AND SOD MARGIN AT EDGES, MARGIN AT JOINTS JUNCTIONS WITH 150mm TOPSOIL AND SOD Roney Engineering CONTROL JOINTS AND CONTROL JOINTS AND ADJACENT Structural Engineers COLD JOINTS COLD JOINTS CONCRETE OR 90D Partly M.I.L Or., ,3-54a 21092 KW 3Mp MASONRY roneygekoarlaL(t)ei3-54Y-3x92 SURFACES. Atira Enalneerino 'd- �•i \l��i\`y,V \\r\ '� (RING TWO 50mm CONDUITS TO INSIDE OF WALL Mechanical and Electrical Engineers > m4allwi �as 4(i)nae1l &US-7440 c zNe ° < : f�.Y\ \ \/\�\ \���,\� 1•ITH WEATHER PROOF JUNCTION BOX 200mm x ELECTRIALINSIGN(ORIGINAL CONTRACT) OF ( ) Josselvn Engineering Inc. �3 ✓ "Zi" c{ 'J , J `�u �i' 15l<' �t`T �,CAST—IN—PLACE CONCRETE WALK WITH o Civil Engineers \ - 7 AGGREGATE BORDER 633 Norrir Cmrl Sulle 3,Klnpalm,Onlarlo K)P 2R9 p..dy,ero.n.e.(t)613—ra.—p2]e g 300mm COMPACTED GRANULAR'A'FILL EE 540 —�K _ 2590 'I HOT DIPPED GALVANIZED DOWEL 0500 o.c.SET Omm BRICK VENEER THE WORK INCLUDED IN THIS IN EPDXY(TYPICAL) 35mm AIR SPACE DETAIL IS PART OF SEPARATE PRICE 1 Bends Pad Sidewalk (�Sign Base Plan 260mm AIR SPETE BLOCK OTHERWISE XEPT AS NOTED PRECAST CONCRETE COPING 14fknm CONCRETE BLOCK 0015 1:10 DRI -� 90mm BRICKS TO MATCH BUILDING.COURSING A015 1:20 "THE WORK INCLUDED IN iH15 DETAIL IS PART OF 35mm AIR SPACE TO BE LAID OUT NOT TO CUT BRICKS. SEPARATE PRICE EXCEPT AS NOTED OTHERWISE 90mm BRICK VENEER ADJUSTABLE CRICK TIES(TYPE AS SPECIFIED FOR CAVITY WALLS).KEEP AIR SPACE FREE OF MORTAR DROPPINGS. 240mm CONCRETE BLOCK AND CORES FILLED SOUP.20mm VERTICAL REBAR SET INTO FOUNDATION. AIR BARRIER MEMBRANE.WRAP ENRRE CONCRETE BLOCK WALL AND BRING BOTTOM OUT TO WEEP HOLES,LAPPED OVER FLASHING ' METAL FLASHING WEEPERS 0600mm o.c. EXTRUDED POLE o d HANDHOLE 90 240- BO THE WORK INCLUDED IN THIS c/w COVER - 6 PRICE IS EXEPT AS NOTED PLATE a POURED CONCRETE FOUNDATION /2 V 35' °354 OTHERWISE 3Brnm PLASTIC PIPE PP1CFiOR BOLTS AND d ° 08 GROUND TIES SUPPLIED BY - d MANUFACTURER 0� n�1 45' I,\d 1 BENCH BOLTED TO NT FILLER AT o CHAMPER a a d —L -- - —� �— - — - --- ---- --— 305mm COMPACTED CONCRETE SLAB AS PER a JUNCTIONS WITH GRANULAR A'FILL MANUFACTURERS PRINTED ADJACENT CONCRETE OR o INSTRUCTIONS. MASONRY SURFACES. FINISHED GRADE °o 610 610 125 CONCRETE SIDEWALK - 20M RE—BARS a (� ADO�OOOO ° d � l t T+ r T I OM TIES AT 300mm 4 � m a OLD OO O +++ + + 3OMP0 CONCRETE ^ GRADE ++ + ++ COUPLING + + Y _ .•cft] ✓ + ++ 38m m PLASTIC PIPE `Lk} ` .� 450mm DIA FOR PARKING LOT ° n e d LIGHTING HIRING, o a 50mm MIN. d ev 235 450 4, l PART OF STONE DUST a __ BACKRLL Notes: J SEPARATEGRANULAR COORDINATE THE REQUIREMENTS OF THIS DETAIL WITH ELECTRICAL DRAWINGS. I Z Bench Detail PRICE #1 n Paving i..ot Light:Standard -------------- 4 Sign Base Section --------------------------------- 6 Sign Base Elevation �------------- AD75 1:10 0015 1:25 0015 1:10 AP75 1. 'r THE WORK INCLUDED IN THIS DETAIL IS PA 1T OF SEPARATE PRICE f2 EXCEPT AS NOTED OTIIEII.SE. PRUNE ALL DAMAGED,DEAD OR DISEASED BRANCHES BEING / CAREFUL NOT TO CUT THE LEADER CONCAVE FILL AT TOP OF BOLLARD FOR DRAINAGE 9 1506 SCHEDULE 80 STEEL P PIPE.PAINT FINISH. !'r" CAPPED BASE FILLED W11H HOT DIP GALVANIZED BICYCLE CONCRETE RACK(FOR SUB—GRADE INSTALALTION)PAINTED. \ Notes: a SET TREE 50mm HIGHER THAN ADJACENT GRADE TO ALLOW FOR SETTLEMENT. PROVIDE SLOPE TO TOP OF BASE TO ALLOW ADEQUATE FIRMLY COMPACT BACK FILLED TOPSOIL DRAINAGE TO ELIMINATE AIR POCKETS AND PREVENT SETTLEMENT. PROVIDE 25mm CHAMFER 410 GALVANISED WARE GUYS SPACED AT RIGHTi-! TO EDGE ANGLES TO TREE AND STAKED WITH HEAVY DUTY FINISHED GRADE T—BARS 2400.m LONG.T—BARS TO BE PAINTED BLACK NTH APPROVED RUST PROOF PAINT.T—BARS SHALL NOT TOUCH OR PIERCE ROOT BALL END LOOPS OF WIRE TO BE ENCASED IN 12.5mm DIAMETER BLACK RUBBER HOSE. 1506 STEEL PIPE WRAP TREE TRUNK WITH 100mm HIDE BURLAP EMBEDDED IN CONCRETE TO SECOND BRANCH —OVERLAP BURLAP BASE POURED CONCRETE SIDEWALK, FINISH SMOOTH TO RICK RACK. CONSTRUCT 100—TOPSOIL SAUCER AND g I MULCH WITH SHREDDED BARK MULCH 100mm DEEP I---3500 POURED CONCRETE d e MAINTAIN ORIGINAL TREE GRADE AFTER PLANTING I �I I BASE CUT AND REMOVE BURLAP FROM TOP 1/3 OF �I I ROOT BALL II Ik�l ICI—I PLANTING SOIL MIXTURE AS SPECIFIED g 305mm0 POURED CONCRETE 1111 FOUNDATION.SET TOP BENEATH SURROUNDING SIDEWALK. SCARIFY SURFACE OF SUB—GRADE 500 g Tree Planting Detail 1113 Bollard Section 14 Bicyde Rack a A015 1:20 0015 1:10 M75 1:10 2 Revf-d and I ed Feb 11,2008 for R—Blddkg 1 1 ed for Tdnder 2008 R.y D—iytion Dab Project Newcastle Library (Tender fCL2008-7) LooaOm 150 King Avenue Newcastle,Ontork LIB IN5 plant Municipality of Clarington Drawl. Site Details Drarn by Dale Febu y 11,2" Fik Name I Suparaatlm 15+paraWatl By 06M—A015 almt Prolaat A Drowhp Na XL2008-7 0633 12 -t /`1 O Shoalts and Zaback Architects Ltd. 1 2 4 6 7 8 9 10 fl 12 FOOTTIING BELOW Q\� ASSp`CrT 400 4s10 2590 7zoo zsso 4s10 saoo 2600 zoo. z CMTE I - D 2 3 4 0 0 0 POUED CONCRETE FOUNRDATION WALL CERCATE OF PRACTICE NO,2436 153 305 TIFI 15 a Catnragu eS-.t Sut�te 206 Kin9eton,Ontarlo KT(1Z7 tel(613)541 0776 fc4(613)541-0604 P P I ARED CONCRETE reProles�cee ee rlreN.actin u�n•.riie"n mmi.ionl me be uses, contractor­11 check and—Ify all dI,B n 1 ne oand report all witnonetruactlonleI—Metinfr—tlon�ahow, these @a g. meee drnwinge <to be d.Any ded�t- _ ° _ --_ ,Ron .ntt r I me Ar�Mt.oe I,.omr uc r p-lbi ty pr me conet;oprer. I D Structural.Engineers Engineering I 900 Purdy Mllle Dr.,KNgston On—K7M 3M9 II I I I I one 90kocnst,(t)613-542-3092 i Atira Engineering l li HOT DIP GALV NIZED ANGLE TO I Mechanical and Electrical Engineers SUPPORT THR�SHOLO(SEE DETAIL I I I 141A HlCkson 5✓eat.Kingston Ontario K7K 2N6 3(A311)2000mm LONG "' I Josselyn eEngineering44In.. I ,HOT DIP GALVANIZED ANGLE TO Civil Engineers SUPPORT THRESHOLD SEE DET IL 3(A311)2000mm LONG 633 Nwrie Caurt,Suite 3,Kingeton,Ontario K7P 2R9 D loaaelynokacnet.(L)613-63h9276 I 0 A N E DE 11 -T BLOCK CURSE) ,— - — _ ( _— __ ._.____ ____--.-_ __ _ _—__ _—._ _—.. ._....____—_._— — — __ - --_ __._-- B CEMENT PARGING 2 BLOCK COU 10omm UGC INSULATION T. ,� I '� -F ( POURED CONOREr FOUNOALON w =, ( DAMPPROOFlNG MEMBRANE WALL z _ _ C 1 p I Comm DDNeR BLOCK 100mm RIGID IN CATION J 0 760mm PRECASI� -.'-I}J Y I IL T POURED CONCRE FOUNDA110N - CONCRETE WEEPINCf I — STILL Am Np D POI BA SQU.�OTo ' DTM THICKENING-„�� --_ —. I I X9 rP( TTHICKENING—K ENING THICKENING FOOTING PUMP �— J. — . — . PIPING RNSIqN� ° T71, 5 p 0 100mm PERIMETER WEEPING TILE FILTER FABRIC SLOPED ,GL I' 1 r ..'f - '� 1 J SLAB--L-' ',I I I� TO SUMP PIT - 1 ,`” I !i THICKENING C �. 0 — �� — I I ,-" .' I I FOOTING BELOW ETE ,� I HOT DIP GALVANIZED,ANGLE TO POU ' 3(A311)2000SUPPORT THRESHOLD(SEE DETAIL ,12000—LONG L 0 2 FoUndatlon Plan Detail t00mm PERIMETER WEING TILE NTH FILTER FABRIC EP AosO 1:10 --- SLAB THICKENING 1 I 4 7, 560 1 —� ! tJ I1 WE PIN PERIMETER mo - FILTER FABRICNTM min [1111m,INTERIOR ( POURED CONCRETE I_ J i— — —. _� — FILTEER FABRIC L _ FOOTING BELOW I i I �. SLOPE- TO SUMP PIT _ I _I .. 0 _ Q r GL C�NC oo L - -� I ,9� HOT DIP G111-4 NIZED ANGLE TO SUPPORT THRESHOLD(SEE DETAIL _ 3(A311)2400Irim LONG POURED FOUNDATION i _ POURED CO t—SIM_ 3D L J . — . — . — . — . — . _ . _ . — - - . — . — . .� . _ . — . — . — 1 ° 301 FOOTING BE r Ir— _ �I I I I I I I II I CONCRETE F IL I I I I I I I SUPPORT THRESHOLD,(SEE DETAIL HOT DIP GALVANIZED�ANCLE TO �ijj i I I I I 3(A311)2000mm LONG BLOCK TCC)URSE)G(2 ! I I WEEPMGP€RIME H DAMPPROrNG 'II DAMPRAN 380m RR POURED FILTER Ff1BgIC WONL RETEI FOUNDATION SLOPED UMP PIT 7 _I_ _ _ I 3 Po and a to Plan I n a ---- -- -- — -- - — — -- — — — - - - - - - - ---- - - -- { E ) D to MIN 1;10 1 o POURED CONCRETE - T � I I FOOTING BELOW I I G i - - - FOUNDATION WALL 301 _i. t i —i. .I .I i 301 210 152 238 I - - - - - - F�-- II I IL I i-- - - 3 6 I _ -�'--� � '-- 7-1' � -I I - - - j l I I I - � - - - - - - - - - - - - - - - 0 I I I I 4 ( I $9B 7 0 7 D 19e6 —_— I 30 301 I—F L -- ---_- I t00mm WEEPING TILE'NTH FILTER FABRIC SLOPED TO SUMP PIT Wo FOUNDATION WALL 1])EE I HOT DIP GAL NIZED ANGLE TO I I CEMENT PARGING NG MEMBRANE 3(A311) COURSE) SUPPORT 1HR SHOLD(SEE DETAIL 3(A311)22DOmm LONG 3BOmm POURED CONCRETE FOUNDATION WALL 1715 17 I — — _ (METER WITH 2 I I 0 SIM I I 152 152 IC POURED CONCRETE PIER 4 Foundation Plan II . AD50 1:10 POURED CONCRETE 1 Foundation Plan _ - FOUNDATION WALL I 2 Revised odd/ued Feb 11,ZOOB 2 i 3 4 1 1 2 3 4 7 lasued td��mde- 2008 A950 1:50 O 0 0 0 74 0 0 0 ro N ReN.lon Deecrlptlon Date 210 1 o POURED) Propct -- N CONCRETE Newcost/e Library PRE LOADWO PROGRAM Cam. �%InTiTIQ COIS)IIIOIJB $�� g�4 CEM T PARGING FOOTING NOTED REMOVE TOPSOIL AN (2 BLOCK COURSE) BELOW (Tender OKCL2008-7) 99.650--- 99.650—-— 99.650—-—-------------------- - pig UPPER PORTION OF �-- �---- DAM ROOFING 1. ALL ELEVATIONS INDICATED ARE ASSUMED SITE/BUILDING CLAY TO 97.65 NISHED FLOOR MEMB ANEOURED AVERAGES BASED ON THE DATA FOR THE BORE -—------- (' (zoomm BELOW / 99.300------ 150 King Avenue Fl 38Dmkl P HOLES TAKEN FROM THE GEOTECHNICAL REPORT FOOTING BEARING) --- o CONC�ETE _________________- o FOUN ATIDN WALL E THE VICINITY A THE BUILDING.FOR EXACT I-+ / Newcastle,Ont 1P ELEVATIONS AT EACH BORE HOLE,REFER TO THE 98.43/97.3075 EXISTING GRADE - ' EXISTING GRADE ------- - LIB 1H5 GEOTECHNICAL REPORT. BACKFILL AS PER 98.126/97.9825 EXISTING TOPSOIL --- -------- EXISTING TOPSOIL ---- -'-'---------------- BA IKE GEOTECHNICAL Municipality Of C/Orin tOn DIFFER FROM BE SE LISTED DIFFERENCES OF 200mm�T(RANGI G AT --------fir' 97.850---— ————————————FOOTING BEARING 97.850—-— ——— —— FOOTING BEARING 97.850—� r( ~' / diant P y g 2. IN CASES WHERE ACTUAL ELEVATIONS REPORT EXTRA FROM THOSE LISTED IF CREDITS OR 3D4mm. RANGING FROM FOOTING BEARING 150mm OR LESS. BORE HOLE LOCATIONS) 97,650--- BOTTOM OF 97.650--- BOTTOM OF 97.650--- BOTTOM OF 97.650-- BOTTOM OF Drowing EXCAVATION EXCAVATION EXCAVATION EXCAVATION EXCAVATE BEYON IMMEDIATELY AFTER EXCAVATION INSTALL (ASSUME)AFTER 35 WORKING DAYS AND AFTER APPROVAL EXCAVATION L FOUNDATIONS ARE TO BE Foundation Plan °o POURED BUILDING FOOTPRINT AS COMPACTED GRANULAR B(E RING EL LIFTS). BY MATERIAL IN ARE ENGINEER,REMOVE GRANULAR'BS MUST NOT INTERFERE PROVIDED NTH A PERIMETER `� CONCRETE NECESSARY TD INSTALL THE BID ABOVE FOOTING BEARING ELEVATION.BASE MATERIAL IN AREAS OF FOOTINGS AND FOUNDATIONS PATH NORMAL BEARING WEEPER DRAIN CONSISTING OF AT FOUNDATION BUILDING FOOTING AS PER THE BID ON LEAVING 1N PLACE FOR 35 WORKING (REMOVED GRANULAR'8'MAY BE UTILIZED ON SITE FOR SPLAY OF BEARING LEAST 100mm PERFORATED PIPE 390 390 WALL SPECIFICATION AND SOILS DAYS(ACTUAL TIME MAY VARY DEPENDING ON GRADING AND BACK FILL AS SPECIFIED)TO FOOTING BEARING FROM BOTTOM OF ANY NTH ADEQUATE FILTER PROTECTION 7 0 REPORT. ACTUAL LOADING.ADJUSMENT WLL BE MADE BY ELEVATION.RE-COMPACT AND ADD ADDiT10NAL MATERIAL TO FOOTING.SEE AS PER SOILS REPORT AND CHANGE TO THE CONTRACT AS REQUIRED.)THE FOOTING ELEVATION.IN AREAS NTHIN THE BUILDING GEOTECHNICAL REPORT SPECIFICATION. LOADING WILL BE MONITORED BY THE GEOTECHNICAL AND SPECIFICATIONS. POUR D CONCRETE FOOTPRINT(NOT INCLUDED R FOOTINGS AND FOUNDATIONS) POURED CONCRETE FOOT,G BELOW ENGINEER THROUGHOUT PROCESS. REMOVE GRANULAR'B'AS REWIRED TO ALLOW FOR F0017NC BELOW Drawn by Dale INSTALLATION OF SERVICES AND SLAB ON GRADE. CEMENT PARGING(2 BLOCK COURSE) --./N.M./A✓./A1..LI February 11,2004 380-CONCRETES MEMBRANE OUNDATION WALL - 5 Foundation Plan Detail 6 Foundation Plan Detail Flo6Ja pl0fa I p"''`e 16epareeded fiy fB5(1 .1(f-- - AOSD 1;10 aient Proje t 0 Drewtng Number - #CL2008 7 P-0.1,r I,.'-. A 050 0633 Exterior WoM Tym Shoalts and Zaback Architects Ltd. 1400 4610 2590 7200 2590 46,0 9400 2600 2000 \p cr' IM CALL-Ei R1A2 j'SSp 90mm BRICK VENEER 25mm NR SPACE BIF/ SEMI RIGID INSULATION / T j 1 2 3 4 AIR/VAPOUR BARRIER 0 0 I CONCRETE BLOCK 0 (INTERIOR 1/ 1 O INTERIM WAI!_EtA -_ RESERVED R,ALI:;S{OALTS 500 1400 2 6600 2 1 00 O 5 �\ INTERIM Cut -ne(240 eIOE:K)(Rt641 _ y,, 39.i,`4�•,,rro -t�=°`J� 80mm BRICK VENEER = E w;,r�ym RE - EV y 25mm AIR SPACE - - --I -_ AIR/VAPOUR BARRIER a BBmm SEMI RIGID INSULATION �2 / CEATIFlCATE OF PflgCTICE NO.2438 ___ 260mm CONCRETE BLOCK 4 Cotomq,l Street Suite 208 Kingetan.Ontarlo K7K 1Z7 (INTERIDR FINISH) e- atl:mpllYexarvh.cam td(613)541-0776 fax(e13)541-0604 EXTEmM WALT _E2 lR1BB1 90mm BRICK VENEER Thb le a capyrlght dm—g and deelgn antl IN011 not be used, I I I i I�• �.— MAPLE WALL PANELING 25mm AIR SPACE re«eduped«rcweea N44hout written pmmleelon.Tha __.______.--� I `_ �� 6 1 O � 16mm P.T.PLYWOOD con40cl«tN,'aheok and AeritY all dlmaneigne and report oil L 4 AND JAMES g 89mm P.T.HOOD STUDS 6 30omm o.c a o e and omissions tp the orcNltect prlw tp command ng i I I I I I 6 SIM O —�--_— VDID(SEE DETAILS FOR SION in work.These drcwh9a we not to be.rnletl. "da 19, ATF SEND RIGID INSULATION sirup_tram the If LN. tiM sham on these drawings 4IM ' ( 1" 1 ;IR/VAPOUR BARRIER without written approwl of lNa Arddlaet b eddy Me 0 90mm CONCRETE BLOCK reeponalEBlty o/Ne Cmatruciw. I I I E0-B wA L_E4 Roney Engineering 38, I I I 25mm BRICK VENEER Structural Engineers Progra}n 25mm AIR SPACE 91 16-AIR/VA P..P BARRIER BOB PUNY Mille Dr„Nln9elon Ontorlp KTA 3M9 1fi m P.T.MOD PL�NOUD rmaygYkw.naL(t)e1S-542-3E1B2 89mm P.T.WOOD SILIDS a 300mm o.c. I ! Room I I I STEEL STRUCTURE Atira Engineering I I Mechanical and Electrical Engineers 6 O 110 I I O I Merlor Wei Tyoes -A Xlckeon Street.Kh9.ton On—.K7N 2N8 ///��� INTERIM WALL-WI mpllOetlra-en9.aom,(t)8,3-548-7440 ' 198— $ CS 6 110.1 �\ I M i O FIRE RETARDANT PAINT(ALL SURFACES) 1... 1,, Engineering Inc. _ _ _ _ _ _ _ 6 r\�iSainr/- J Civil Engineers 793 10 1200 4600 410 _- 2590 1610 400 39 3010 -'79�' -F-0�'Zb37 \ I I I INIFRIOR CAL-WJ 633 Nw.4 Caurt,Sulle s,Kin.ton,ontono K7P 2R9 1 6 Fi 3 4 `I FIRE RATING 1.5 HOURS(OSC SB-2 TABLE 111 -'-\ Joeedynekoenet,(t)613-654-9278 I 1 / 1 /� 90mm CONCRETE BLOCK g Ef Et 6 �_-"1.O I E1A 1 I O I L'Gt7 EtA I i I�/1 //""''�� 2 EQUIVALENT THICKNESS tO6mm) BRIDE�L�� • , N , INTERIM WN I _W2A O 6 SIM 140mm CONMETE BLOCK FIDOfl DRNN_q�R TO MECHANICAL pRAwMCS O - I - - 12800 - _ 16mm GYPSUM BOARD(TYPE'%') INOICAT6 OIxM NUYBFA-REFER TO I ` 3410 x,90 0 -J 2800 90� �4pTp --- 3600 1 '� 190 3010 190 8&nm SEMIRIGID INSU ATION(SOUND BATT) Ix%X7/scREV4 scllmuLe FOB B FOB FOB RECESSED FLOOR GRID F,OB FOB GRID 16mm GYPSUM BOARD(TIME'%)GRILLE 1600x1600 0 _-- Y✓2 _ � ��R CALL IYPE REFERQICE NUNBFR-RF}IIt W5 Sta o --"-- MILLWORK DESK SEE SI ,5mm GYPSUM BOARD(TYPE x') IxaN,NCS Aoro1� f'�� Vestibule 152mm METAL duos o 71 O IS o-rlieMeo r— , — . — , — , r — , — . — , — — . — — — — . — . — . _ COAT RACKS COAT — — — — _ — — — — O — — — — 88mm SEMI RIGID INSULA ON SOUND GATT)---���Nt A500 SERIES DRAWINGS 6%IEWpR wN1 TYPE gaFAENCE xw123 O O -- NT mm GTPSUM BOAR ( E ) RNLES /Fist. 72nD MILLWORK COUNTER S�iD MAPS 2 8 D P 'SEE A500 SER WALL PANELING 120 5 Storage DRAWINGS_ _ w SEE 5 A302 N ERIM waL-ors G gGIEs METAL STUD G P9UY eDNm PARRRON _ 5 —.____. RErtR To wuL TwE NuuBER ufD OO Y 21 t6mm GMSJM BOARD(TYPE'%')1 2504 66 1832 6 B 504 61 2zmm NETAL Fu9RINC o 400 121 I - „B., � 113 fi CCC777 Na 6 DRAW RG ADpp, � Ktchenette Coats ______ SLOP SINK-REFER ro MECHNAaN.DRAYANGS Wnrk f 13.1 WI W LAI 9 Br 16mm GYPSUM BOARD(TYPE'%')ROOF 12 1 MIRK 1tt Room B 112 ir- ifl r 6 64mm METAL S1p05®<00 CWNTER SEE 10 �••__ -_ �--_- I INTil11M Cali_WSB dGTE6 GRgMa FORE ARCHmZ•NRAL A50 SERIES 116., 114 - '---'-"--"-' ----- n 16mm GYPSUM BOARD TYPE'%)7 O Corridor MILLWORK BENCH SEE �� 12 ( fRDCK PMI111DN RETIE TD wAU.TYPE DRA .S.- 6 $.1.16 A500 SERIES DRAWINGS W2 � VOID(sFETDETAI OA o t5D 2 ,zz Izz., Kitchenette 1 „3. _- 6 GONGRL'IE BLDCK PMfi1KIN aR� 34 � 10 � �--_N- W W2 �I ^ BOmm BRICK VENEER i� RETFA ro NLVJ.TYPE N016 ON ORANINO A0pp1 WSB �Ei) 25mm AIR SPACE 1' 7 •_- _ WI ,22 WU` ,W7 1 YO /��� • W4a W/C I ' V I 16mm PLYWOOD ALUNINUN CLADNC 1YPE AtIFAENCE-RETFR ro ____A—___.._—__--_-.-__--_ -- I / _ --- W2 µ2 w5 �{er/G \ . 10 1 - ® 92mm METAL STUDS O i I SC 6 i YY 10 L10(SEE DETAILS) 014 ogAwmc Auo i � Corridor t' 108 VY THROUGH WALL l W4 27 6 _� WTi4 WAam� w 6 _ f Wg s �—— 115 WIC / Ser Ice RAIN WATER 92 92 i Try 100, _- DISCHARGE FROM - 3 6 STAFF MILLWORK DESK SEE Corrid BMRIEA-FliEF DOOR QpOUlrx,s PusH BurTON ROOF DRAINS 6 SC W4 m W/C 61-1 /�r� 107.1 102 104, 1i � P� ��T�� AND FOUNDATION E1 to S 109 O O 105. ( } WEEPER SUMP I I ildren's © m Stu ASOD SERIES DRAWING m n 3 am`I 125 . ��117 / m.t _--. .--_ ---- ��-_.� w4 w4 W4 I _ General Kates — . — . — Ilectlors— 4484 1 1819- 7OQ -"900' 900 .78� 'lffi2' -Z02D -T400—p =J . 246,48 2 52 12 _ 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR 1 - Corridofs� Corridor 705. -- - 2 FACE OF STUD UNLESS NOTED OTHERWISE. t7 0 -� 6 125,1 109,1 1E� ,06. 103. --� 6 IV6 In O3 - 2. REFER TO WALL ASSEMBLY NOTES FOR EXTERIOR/INTERIOR I I I wM 151 I SC I W4 W 02 m CONSTRUCTION. -— I 3. SEAL ALL AROUND PENETRATONS THROUGH FIRE i W4 SC 4 Copier SC 4 \ 11 �'--” P. SC SC _ -� C SEPARATIONS VATH FIRE STOP MATERIAL.SEAL DEFLECTION I — — Service W4 I JOINT AT TOP OF FIRE SEPARATIONS WITH FIRE STOP MATER AL. I 141 s 4 I I _ -_ �r Q 6 Point SIM 36 `— 4. REFER TO SCREEN N SCREEN SCHEDULE FOR DOOR FRAME . I . — . — . — . — . — . — . — . — . — . — . . — . — I 5 4 -__ -- / CHAIN SCREEN ELEVATIONS AND ALL REOUIRED OPENINGS. Ef p 4 —I � I —�. 128 I L_ J +_ ,' I 36 —I � /4\ 5. ALL CHANGES IN FLOOR FINISHES SHALL OCCUR DIRECTLY 51 `t•�.-may' BELOW CENTRE IJNE OF DOOR. Information --- - I OPAC -- Information Lobby RECESSED FLOOR GRILLE rl I ------, i Y I ---- 330 x 5700 6 MAINTAIN FIRE RATING BEHIND ALL RECESSED EQUIPMENT, PANELS,HEATERS ETC.LOCATED IN A FIRE RATED Point 127 -- uI __ -_ � � Point 101 —_ � ASSEMBLY. 126 1 126 __ 129 D0' -- OABOVE 7. ALL PARTITIONS TO EXTEND TO U/S OF STRUCTURE 700 -- I I I L•7 = UNLESS NOTED OTHERWSE.PROVIDE CONTINUOUS I MILLWORK ES SEE MILLWORK DESK SEE MILLWORK DESK SEE I I _ A500 SERIES DRAWINGS A500 SERIES DRAWINGS A500 SERIES DRAWINGS PANnl10N ABOVE DAD A /SCREENS OF THE SAME 9 8. REFER TO ROOM FINISH SCHEDULE FOR N.L ROOM WALLS, 6 603 I A 1552 - - � 6 I I � - - REV coNSTRVCnoN AS ADJACENT CALL. REV FLOORS,AND CEILING FINISHES. �� EI ❑ -- - �, (� l 9. ALL ITEMS,ARCHITECTURAL.MECHANICAL,ELECTRICAL AND i Fil = STRUCTURAL,SHOWN ON THIS DRAINING ARE TO BE l�n INCLUDED IN THE CONTRACT. SHOULD THE INFORMATION I ------ ---_- --_ —�I -� ' " p ON THIS OR­G DIFFER FROM ANY OTHER DRAINING IN THE SET THE ARCHITECT IS TO BE CONTACTED FOR ---}—J _ CLARIFICATION. UNTIL A CLARIFICATION IS ISSUED THE -- I I WORST CASE IS TO BE ASSUEMD CORRECT(i.e.THE m36 SIM �� 4 J --_- \• J/ J HEAVIEST BEAM,THE GREATER NUMBER OF LIGHTS,ETC) 10. FINE(INCLUDING ALL PENETRATIONS THROUGH FIRE SEPARATIONS E7 FlRC-DAMPERS,SEALANTS FIRE BATTS.ETC.AS REQUIRED. �. — EtB I I 11. ENSURE.THE CONDNUITV OF THE AIR/VAPOUR BARRIER i I� MEMBRANE,TIE INTO NINDOVS,CURMN WALL AND ROOF Collection I j 12. ALL GUARDS AND ANY ELEMENT(N,NDOWS.00URTAIN WALL. 131 I` 6 WALLS,ETC.)WHICH ARE REWIRED TO ACT AS GUARDS B I ��Ey ARE TO BE DESIGNED TO SUPPORT ALL REQUIRED LOADS. 5 6 I MILLWORK WINDOW SEAT L I I I I I (-=.�-_ 00. 36 REV SEE A5)O SERIES Childr..11CnrA �J/ 13. ALL PARTITIONS ARE TO EXTEND TO THE UNDERSIDE OF GIG I DRAWINGS Hour I I I I �� ® I THE POEDFAT DECK LL RATED PARTITIONS). SEALED(FIRE 6 132 BrOW8Ing 14. ALL EXPOSED 57EL STRUCTURE IS TO BE PRIMED AND J 130 PAINTED. REMOVE ALL CORROSION PRIOR TO PAINTING DY F GRINDER AND SANDING SMOOTH. A FLOOR PLAN SHOIMNG ALL FURNITURE AND SHEL'-C, WILL BE PROVIDED TO THE CONTRACTOR FOR USE IN Ii I I I I I I COORDINATING LOCATIONS OF FIXTURES,DENCES AND EIA I EQUIPMENT. E1 4 J J i I SIM -- -�/ 7 L E1A 603 9 L 6 REV pis Very I A/V Stud THROUGH WALL q� Y I I StUdY I MILLWORK DES($EE o i RAIN WATER Collection 138 A500 SERIES DRAWINGS --- - DISCHARGE FROM " I 13A I 139 ,{ 2 ROOF DRAINS E,A JY I I I 1 i0 Orc _ 2 Gz 6 REV I —'L, IM I -__ I -- �� 6 6 _� RE"�?ea Ing I .711�dYea��tg SIMI ri ❑ i MILLWORK DESK SEE ; 137 ❑ I ❑ I 4 I 6 4 135 13 A5o0 SERIES DRAW NG51 cz EtA ai EfA t 6 5 I I!I ! I! 5 i 6 i E1A II°oM .� m 3 I - 8,0 790' 81 2000 ��Tn I I 6 w GN 4610 30 m i E1A � I E,A 6 Living Room $ S1 1 GN _ J� a5 l� 9,tl l I 4D. FW 140 I FOES I $ SM _ -� 4 — 590 199$ 5395 6410 39 395 1995 590 ,4 I II 200 20 I _ H O i i i i i BT J I i II I I 1705 5990 17 5 me ABOVE i E1B II I i I I I I I � I I I I II I i I o D D 0 1 p 2 f-R and/saved FM /1,2008 "'VVV K Y hA-Re-Bidd g 1 issued for T der 2008 R-Im D-Hpticn Date ProJxt Newcastle Library (Tender XL2008-7) Leeetlan 150 King Avenue Nelrcast/e, ortarlo LIB/NS slant Municipality of Clarington 0mwbq Floor Plan Dorm by Data /ML/A.,XI Febnr y 17,2008 Flle Noms I SLPe II— I Superseded By 0633-p/07o abet P,.Jeat/ Urcwing Number #CL2008-7 06306.3/ ReNelon/ H 1 OO 12 Shoalts and Zaback Architects Ltd. 09 11 102 1 0 PSsoc" 1400 'B" QO 0- 2511 1200 9400 2600 2000 OF cHITE RA, 1/� a CERTFlCATE OF Pi NO.2438 tamqu Street Salle 20p Kingston OntaNP H7K 127 t.,W)541-0775­(111 This W.­,Fight d—Ii-XI dbelgF, envl the aced j- .......d M11i.4— b.b TH. ­ff,.11 dII -h�­d 1.——1—p,I.,I.­­dF9 .11 I.L t. AFy qe -j ­­111(0 613-2-3092 T Atim Dalai nneerin T Mechan and I I Engineers T�j ctricol Engineers 141A Hi 11 Street,KnqI D,t,,I.K7K 2N8 11—II(t)613-5-7440 J Josselyn Engineering Inc. EAIDUTY 11.111. Civil Engineers THRESHOLD AS WINDOW TILL 633 N.—­n,S.Ne 3,KI­t—O—Fib K7P 2RS SUPPLIED BY ALUMINUM WINDOW SUPPLIER, al BRAIN-REFER TO MECHANICAL ERAWNGs L LAL oc -'M INTORKOR WALL TYPE FOR WALL NUMBER-RIDER TO DRAVINKS AOOOI FOR WALL—NO S, �1!17 EXTERIOR WALL 4—-R- ,1 TO_�AbOO1 FOR WALL TYPE _UN—I—N R TO -1 NUMBER ANB TYPE P.,b.FFr;. . .. . _]Ss. SLOP SINK-REFER TO MECHANICAL DRAWINGS GAS METER FACE ARCHRECTURAL—FRE R_TO NOTEs a. AOOOI 1 F I- CARPET STYLES PETER TO WALL.TIE YPE N STYLE SIZE DESCRIPTION REMARKS ICI I J- ITI., p I _ _ � - � I �— POWER r SPEC FECATION SPECKTION ACCENT CARPET TJ-1{1 4,-�� : y 1 Q l -__ SECTION 09680 SECTION 09680 Q eefwlrn-FREE poofl OPErumgs PusH BurmN 4IiI -I 47IT-Hir TI744 T r: 10- T vice WA USAPER TO PRE-GAST—EFTE F 7� !- SEE SEE j SPE PON SPECIFICATION :1 -JAH-1 SECI SECTI FIC­.M FIELD CARPET erNeral Notw ITT- 0 11 ❑ _7_1`GURITYj I ri+,_ITi I _71 qS yANDOW SILL 5 PPLIED BY FACE of s7UD UNLESS NOTED orHERwISE. !.�.T fjf�F5� D­ ❑ --A—DUTY ALUMINUM THRESHOLD 1, ALL DIMENSIONS AGE TO FACE OF NC111 I OR PHONE orri CONNECTI�t NLUMINUL WINDOW SUPPLIER. 2. REFER TO WALL ASSEMBLY NOTES FOR EX7.P1CR/NTEEI0R STYLE TYPE SIZE DESCRIPTION REMARKS CONSTRUCTION. —FIT&DI CI TILE SEA E ARATONS WFH FIRE STOP NALFGAL 1EAL DEFLCC1F.1 Lif 0 1, 0 o LAYOUT INDICATED JOINT AT TOF DF nP.E SEPARATIONS WITH nF.E STOP `_'i er 0 1 olo o�o 1 10 1 PORCELAIN AND IS TO BE fit 3. S ALL AROUND PENETPATIDNS NROUGL FIRE c 0 ol ONDUITI F( 300 600 C To 4, REFER_-C DO STONE IL SITE CONFIRMED AND REVIEWED ON C, D o1c, 0 C 0 Oil LD (D7 C. c!o 01 o n I�A FA 1B LE/SCREEN SCHEDULE FOR DOOR FEAME C, c C, 3rE WTH ARCHITECT PRIOR IND RE011RIET OPE INGS DEE ILLAT S ACE 1 5. EXACT CO D17ION INSTALLATION )R 0�: PROVIl Ely OWNI BOOI C c, C)T, o T BELOW CENTRE LE 0 R INIIHIS SHALL OCCUR CIRIECTI C o o clo c F` c�o olo C,I o D;r) r, o �c o P r, 0 c�,o 0 1 O. o 13 —TR 41 T__ 5, ALL CH"GLN INN L'OF DONS OOR HIT TE I EC HFAVY-DUTY ALUMINUM c c-FT--,o I --- 6 o�- P o 0 PO AND AG=C THRESHOLD 'o o c. 0 n SUPPLIED D I I ol,O I c c I Q 0 0 o I o!"16001. A c o UNOLEUM 6. MAINTAIN FIRE I BEHIND ALL RECESSED EDILIPMENI, PANELS.HEATERS ETC LDCATUC IN A 1111 RATED POWER o 1 C) kij�� G SUPPLIER. )P ASSEMBLY, o c lC A C C' c cpli.!. , . . (D 0 C, D olo. o ol. ol C o __ AF o _(7, o 1 0 0 C, o In RECESSED 133d X5700 ET 7 LNLE5 U URE ol, o 0 o1ci olo 'I c 0 F Iin 1 T, _�R� ENTRANC MAT,BY SHE WELD ALL SEAMS RANTITICH40TED I IR1111 1101ID1 111-1011 11211 0 4pil"So I C, c�lo �D 1 o 0 0 DIVISION 10OQO� CONSTRU�CAEI 111R1 I 11PIEN1 CA IF—1 '10 olo c c 1. 0,C 0 o'c, o Clo G C, o CIO 010 oi o D o 0 Q1, C, (D'o CIc B. REFER-.0 ROOM FINISH SCHEDULE FOP,111.ROOM WALLs. .10 0 cu c, .�o U _7 ELDERS.AND CEILING FINISHES iD C c 0 .1. D E,-1 C C, C, 0 o SEALED ❑ C, o'. D, ]o c, o (7, o 9� ALL UTE S,ARCHITECEDRAL,MECHANICAL ELECTRIC L AND c . o o C, o,c c, CONCRETE STRUCTURAL SHOWN ON THIS DRAWNG ARE TO 6' INC UDED IN THE CONTHICT. SHOULD THE NFDRNALON e 1 Q ON-S DR—NG OFFER FROM ANY OTHER DRAMNw IN c o 11 E FOR kT ARIFICAIH N. UNTIL A CLARIFICATION 13 155ULD THE o.o TLd i I ❑ WORST CASE IS TO BE ASSUEMD CORRECT HE ❑ Pic) I., 1A 7F� qL___ T Ii.SCAM.THE GREATER NUMBER OF LDFT�,ETC,) �I T "E�Lt f jL 5� i To PENETRATONS THROUG1,FIRE SEPARAFONS d, ZII4 r Lj 11,__07, ARE TO BE OF Q�,:, 0�1 o io C, 71 __j i r 13, A!,PARTI DONE ARE TO EXTEND TO THE UNDERSIDE OF DE Ci 0 0 D STOPPED AT ALL RATED PARIFTIGNS) -4 THE DOE 'T _0 GO TRANSITION STRIPS AT JUNCTIONS OF ALL DISSIMILAR 14 ALL EXPOSED STEEL STRUCTURE IS TO BE P11.10 AND -L 0,- IT 71 - -POWER PROVIDE BRUSHED ALUMINUM MATERIALS ATERIALS PANTE REMOVE ALL CGRROSION PG;OE,10 PAINLNG R� C 0 n GRINDER AND S-11HO s-111 �T 0 C c, T 'L T r- FL_ 0 .1- FU A G 11 F- LjLj Li �j T I. MYET c, 10 :j -2, Ll I C c C 10 0 Ci i-D c, C, 0 o C,;,-, o o T c o C) I oo, 0, ,1 0 1 .,0 0 7� ol, J-0 J, do R lz��- __ - .-7, 7i� _­� __,� - - c Dt G J C) 2] cl: I 1i C, 41JI 1 01 c 0 0 C, U T C. e C) CIO o,o d;o o C) clo 0 0 c, C1 Wo F o o . o Ei 00 olo a,0 , -1 1 o 'In 11. .1. 0.10o C)10 0 1 . 0 o C .1. o ,Cie 01) 0 o c �I I In .1. o o jo 0 C C, 11 cl C o o (C C, o o C) o o C 0 . o Dojo - 1 0 I' I . . i T 0 QID c lo F` 0 10 0 o Q o o D 'Ic, 0 L) o 0 o" o10 o EF I o L]I ol. -1 olo ok) o 0io Pic 0 0 0 0 o —.EA1D11 11.1111. 0 0 L I_ --ii 4f THRESHOLD AS WINDOW SILL SU ED BY AEUMINUM I-L COMPUTERS F 4-f:Tj ALI IHEAVY-DUTY ALUMINUM IF 7RRESi AS-WIN W I I SUPPLIED BY ALUMIDNDUM YAUN7001 SUPPLIER. POWER FOR FAN FOR GAS FIREPLA 2 Rei­d and Issued Feb 71,2008 f�Re-Bidding F Issued for Tender 2X8 R-1- D—I Data PFPj- Newcastle Library (Tender XL2008-7) L-1- 150 King Avenue Newwfle,ontO,46 1B IHS C11-1 Municipality of Clarington Droning Floor Finishes and Floor Boxes Location Plan 6111 I by Date E.7 .I N.Y.I Y.L I Feblary 11,2" F11,N­ Superwatlee I SNP"edXb By 063J-p101a Client 7-- &It #CL2008-7 I f 063J ii A 1 0 1 1400 4610 25so noD 25so a6tD 9 Q Y 12 Exterior Wet Twee Shoclts and Zaback Architects Ltd. IXTERIOR WAt!-fl fF1B2) 9400 2600 2000 25mm BRICK VENEER Q 1ASSQC 25mm AIR SPACE Bsmm SENT RIGID INSULATION AIR/VAFOUR BARRIER 90m CONCRETE BLOCK Z i (INTERIOR FINISH) C1-i,TE EXTERIOR WAU -DA + RESERVED �A,' .Ass EXTERIOR WALL-E1B(j40 BI OCK)MIR 4) a Mte 90mm BRICK VENEER 2,_ 2 Mme �• 25 AIR SPAC _- BBmm POU RIGID INSULATION �/ U CERnFlCATE OF PRACTICE NO.2438 AIR/VAPOVR BARRIER 240mm CONCRETE BLOCK 4 Catarogul SVael Butte 208 Khgelan,dltorlo N7N tP (INTERIOR FINISH) e- en:mpnw:aren.aem _-- _J_--______._ _O _- A IXTFAIOR WAL-Et fR18B1 tN(613)541-0776 taK(813)541-OBD4 E -ILA- 90,m BRICK VENEER TM1Ia lac copyright d'11=9 old daelgn and ahal not ba ueod, 25mm AIR SPACE m educed a reWStl wlNOUt Wrlttan perml..lon.The 16mm P.T.PLYWOOD Vector Mall Msok old verify WI dimension,and report all 89mm P.T.WOOD STUDS 9 300mm o.c. -more.,o ombslone to the architect prior to cemmenr3ng VOD(SEE DETAILS FOR SIZE) with-o TNeve drawing.ore not to be scaled.Any OeNatbn MIT,SEMI RIGID INSULATION In conetructlPH ham the Infortnatlen shown on these tlrcwln9s l AIR/VAPOUR BARRIER wlthout written ap—I of Ne Archlteet le soltly the 190—CONCRETE BLOCK reaponsbglty of tha Constructor. p(TEAIOR wAl�_E4 Roney Engineering 25mm BRICK VENEER Structural Engineers Program i AIR/VPPMR BARRIER 900 Purdy MNIe Dr.,King.ton Ontario K)M 3M9 25mm AIR SPACE g 16mm P.T.PLYWOOD roneygwos.nsL(I)613-542-3092 89mm P.T.WOOD STUDS O 300mm o.c. Room sER snucURE At Engineering 110 I kNterior WaB Tvicee Mechanical and Electrical Engineers 141A HN:kaon Sl,et,Khgston OnOHl K7K MIS 19—PLYWOOD FIRE RETARDANT PAINT(ALL SURFACES) INTFFIOR WAIT WI mallwtlra-eng.- ' t 813-548-7440 Josselyn Engineering Inc. FIRE RATING RE HOURS(OBC SB-2 TABLE 21.1 533 Norris Court,Suite 3,Kingston,Ontario K7P 2R9 INTERIOR WALL-Wa Civil Engineers FIRE R CONCRETE BLOCK JReeNynwoe.nsL(t)813-634-9278 EQUIVALENT THICKNESS 105mm) Floor Plans Leaenct D. IN INEEDiIOR W IAy-WJA 1<Omm CONCRETE BLOCK ! ___ ♦ ROOT DRNN-REFER lD NFI:HANK:AL DRAWINCB - _ LOOSE -_ - - .— __._ .__ _ _--. 92TER G0 SUM BOA ®TYPE X a.c. F� In01GlE6 DOOR NUMBER-REFER TO 1, I FURNTINR��+. � I ': I_ BOOK RE Bemm SEMI RIGID INSUUnON(souND BAT7 DDDF/srnma scl�°uR� NIC) T' `T BIN(NIC)N 16mm GYPSUM BOARD(TYPE'X') Staff LJ_LLU _ • RN B Vestibule WOR I SFF I 0 16—GMETAL.SN05®400mm)oc O DRAWINGS WALL TYPE FoR WA CE NUMBER-REFFA + t NTERIOR WALL 10 ORAMNG6/x001 Fdt WALL TYPE N01F5 00 SERIES DRAWINGS 1 Office Mech. ROOM + ' - BBmm SEMI RIGID INSULATON(SOUND BATT) �MWALL �NO ratt WALL 1__ + + —MILLWORK COUNTER 16mm cYPSUM BOARD(TYPE'X') 123 /Elea. E A5 SERIES T 120 Storage DRAWINGS N ERI�R WN _ N5 FS ME A BRN D PSUM BD RO PAR rX N 1 1P� + + i {� 16mm GYPSUM BOARD(TYPE'X') TO MALL T`E NUMBER AND WAu_TYPE 1 113 22mm METAL FURRING 0 400 mm o.c NOTE,� 1 Work— Kitchenette Coats NTERIOR WALL=-M& SLOP SINK REFER i0 MECHANICAL DRAWINGS p N2444 6mm GYPSUM BOARD(TYPE'%') ,1L ICE S.S. Room 64mm METAL sNOS O Opp mm o.c. MILL WORK COUNTER INTERIOR wal--wsR SEE A500 SERIES f(.� INDICATES aRa»ro FILE AACNItECNRAL CONOREIE j DRAWING$ Corridor MILLWORK BENCH SEE 114 16mm GYPSUM BOARD(TYPE %) -LOCK PARI111O1 gEFat TD WALL TYPE NOTES ON Kitchenette A500 SERIES ORAVANGS 92mm METAL STUDS 0 4DO mm o.c DRAwxc A0001 4� 116 e N Aisles VOID(SEE DETAILS) IT Cl. CO PUTi72 RACMNG I19 WI STI �SPEVE,sR ® RErm m awAU mE BLOCK PpHDtORA"1BN�D.•OoD1 we 122 AN TLEP E I,(���� ?6mm PLYWOOD Al _ S TEM(NIC) __.__...___..__.._.—______ __ F-7 O. YY Ci 10P W/C• C ❑ 92mm METAL STUDS INDICA ® �f / 104 I VOID(SEE DETAILS O N UN GUZINC TYPE REFERENCE-RFFEA To GM IIgAW11lC Also TABLE AND Corridor , y WALL SHELVING NIC), LOOS 11TURE N WALLSVAT 800 PING /- '� 115 L (NIC),P 0 DE WO (� / W/C Service ® BNNRSTt-FREE DOOR OPERAtoRS PUSH BIITEON STAFF ��•( 84RWL RAW WA LEADER To PRECAST CORGREtE ( IN WALL T r �, ILLW'ORK DESK SEE SPLASH PAD aN mtADE A'I SERIES DRAWINGS 10g / �- i�/ Corridor 105 d D Stu W/C 90DSN \ 102 (3arAerW Nofea Child 117 --_ Coll- on 125 124 WALL SHELVING Edon id FACE I. STUN UNLESS NOTED OTHERWISE BLOCK OR MOBILE DISPLAY (NIC),PROVIDE � - Corr' Corridor 1 PLC DIMENSIONS ARE TO FACE OF CONCRETE SHELVING NIC WOOD BLOCKING IN 106 103 2. REFER TO WALL ASSEMBLY NOTES FOR EXTERIOR/INTERIOR (NIC) WALLS AT 800 BODK TRUCKS CONSTRUCTION. AFT= (NIC) /� 3. SEAL ALL AROUND PENETRATIONS THROUGH FIRE L5 Copier e C SEPARATIONS WITH FIRE STOP MATERIAL.SEAL DEFLECTION Service JOINT AT TOP OF FIRE SEPARATIONS WITH FIRE STOP 141 MATERAL. Point SELF CHECK 4. REFER TO DOOR/SCREEN SCHEDULE FOR DOOR FRAME r7 r7 128 UNIT(NIC) ( /GLAZED SCREEN ELEVATIONS AND REQUIRED OPENINGS. I' CHARS NIC OPAL, -LI_-' 'III r-' _ 8 ASSEMBANGES IN FLOOR FINISHES SHALL OCCUR DIRECTLY Information - i..._J {� 1- 1 COMP TER �I I(? � Information Lobby VQatlbUle CENTRE LINE OF DOOR. I Point TAB AND 127 - - ! /�4 PANELS,HEATERS ETC.LOCATED IN A FIRE RATED 126 (NIC) ! Point iV 1 1� N PRE RATING BEHIND ALL RA FIRE EQUIPMENT, . L 129 7 ALL LEPAR DNS TO OTHERWISE.PROVOS OF STRUCTURE MILLWORK DE SEE MOBILE DISPLAY MILLWORK DESK SEE MILLWORK DESK SEE SHELVING(NIC) PARTITION ABOVE DOORS/SCREENS OF THE SAME A500 SERIES AWING$ A' SERIES DRAWINGS A500 SERIES DRANINGS CONSTRUCTION AS ADJACENT WALL. R. REFER i0 ROOM FINISH SCHEDULE FOR ALL ROOM WALLS, FLOORS,AND CEILING FINISHES. 9. ALL ITEMS,ARCHITECTURAL,MECHANICAL,ELECTRICAL AND NcUCNRAL,SHOWN TR THIS SHOULD DRAWING ARE F BE IN THIS R THE CONTRACT, SHOULD THE INFORMATION THE SET THE ARCHITECT 15 TO BE CONTACTED FOR ON THIS DRAYNNG DIFFER FROM ANY OTHER DRAW NG IN WALL SHELVING(NIC), SHELVING SHELVING SHELVING CLARmcanoN. UNTIL A CLARIFlCanoN Is ISSUED THE PROVIDE WOOD BLOCKING I (NIC) (NIC) WORST CASE IS TO BE ASSUEMD CORRECT(L..THE IN WALLS AT 1500 AFT ) (NIC) I I HEAVIEST BEAM,THE GREATER NUMBER OF LIGHTS,ETC.) 10. FIRE STOP ALL PENETRATIONS THROUGH FIRE SEPAR P.TIONS FIRE-DAMPERS,SEALANT.FIRE BATTS.ETC,AS REQUIRED, MOBILE DISPLAY MOBILE DISPLAY (INCLUDING NON-RATED SEPARATIONS)WITH 11, ENSURE THE CONTINUITY OF IHE AIR/VAPOUR BARRIER (NIC) (NIC) SHELVING MEMBRANE,TE INTO WINDOWS,CURTAIN WALL AND ROOF Collectio SHELVING NIC SHELVING NIC (NIC) MEMBRANE SEAL AROUND ALL PENETRATIONS. 131 I 12. ALL GUARDS AND ANY ELEMENT(WINDOWS.CURTAIN WALL, I WALLS,ETC.)WHICH ARE REQUIRED TO ACT AS GUARDS —MILLWORK WINDOW SEAT ! f -- ARE TO BE DESIGNED TO SUPPORT ALL REQUIRED LOADS. SEE A5)0 DRAWN S SERIES Children's I t3 THE ROOF TDECK ABOVE AND TO BE SOUND NSEA ED(FIRE STOPPED AT ALL RATED PARTITONS). House 4 ALL EXPOSED STEEL STRUCTURE IS TO BE PRIMED AND ( 132 �_ Browsing MOBILE DISPLAY 130 MOBILE DISPLAY PAINTED. REMOVE ALL CORROSION PRIOR TO PAINTING BY SHELVING(NIC) SHELVING(NIC) cRWDER AND SANDING SMOOTH. a FLOOR PLAN SHOWING ALL FURNITURE AND SHELVING IN COORD HATING PROVIDED E CATIONS OF FIXTURES,DEVrCES E AND ! SHELVING EOLUPMEMI. (NIC) WALL SH SHELNG I (NIC)SHELVING SHEL VNG V (NIC) ELVING(NIC), -- PROVIDE WOOD BLOCKING IN WALLS AT 1500 AFF LLJ MOBILE DISPLAY MOBILE DISPLAY SHELVING(NIC) SHELVING(NIC) E — I❑ _ COMPUTER ! TABLE AND A/V DISPLAY MILLWORK DESK SEE __ CHAIRS(NIC) UNITS(NIC) SERI AWgNGS WALL SHELVING(NIC), \ '-J � � l .- �� PROVIDE WOOD BLOCKING / \\ C�DMpUTER COMP TER COMPUTER COMP TER IN WALLS AT 800 AFF Ery�T1B Discovery LE AND Study ABLE AND j TABLE AND TABLE AND Area AIRS(NI) y CHAIR (NIC) (NIC) Study CHAR (NIC) 133 138 CHAIR!� 139 r --E-= - - � 1�I R I LIE WALL 1 SHELVING CHAIRS E .- - _ NIC — _ —RQa ing CHAIRS Stud y �-Reading SHELVING SHELVING ❑ ❑ (NIC) L SK S i ) ❑ ❑❑ ELVING NIC ( ) (NIC) SHELYIN 135 0 DRA 137 NIC) (NIC) — CHAIRS SHELVING I:I ! SHELVING CHAIRS — 00 --_ (NIC) (NIC) (NIC) (NIC) I I' I - I I TABLES AND TABLES AND ��. CHAIRS(NIC) Living Room CHAIRS(NIC) 0 140 19 O I NOTE: INFORMATION PROVIDED IN THIS DRAWING IS PROVIDED FOR j INFORMATION FOR USE IN COORDINATING SERVICES AND DEVICES IN DURING i CONSTRUCTION. 2 Revised and Issued Feb 11,2008 Z Re-Bidding 1 Issued!or Tender 2008 R­ D-1ptlon Oate F•roject Newcastle Library (Tender XL2008-7) —tlon 150 King Avenue Neneoet/o,Ontario LIB 1H5 glent Municipality of Clarington D—ht; Fumiture Plan Dr,7 by D.I. E ./N.M./M.L./A.,L I rebruory 11,2008 IT,Name I Supbn,d I Supareeded By 0633-p/Olo 0IMM Project/ Drawing Numbs #CL2008-7 0633 PraJwt, . A 102 1R.vMlon 2 Shoalts and Zabock Architects Ltd. / \0 pS50C FRO ROOF MEMBRANE AND SCUPPER BASHING. ,LYr OVERLAP 102mm MINIMUM BLOCKING TO SUIT Z OF PAST SIDES AND ENDS 'TE 2 3 4 2 3 4 OF SCUPPER. I i gip; s+.o.aTs 1400 ! 46t0 590 7200 2590 4610 9400 2600 2000 - f' 2r of `4„ 13J-5r ,rP I )III CERTIFICATE OF PRACTICE NO.2438 o � 1 L• i r„ '' l ----- --- - - -___--_ - ---- \>\ 4 Cstsraaul Street Suite 206 Kingalm,Onlarlo KM 1Z7 - mat0776fncom _ - � - tel(61})541-DAB f,.(613)541­D4 Thle le a coPYrlrcNt droMn9 end dea n ontl shall not be used permis.lon.The e d wlmout rwy tten reeer .nou an�nx o d.<f on dlm.ne on.ontl tell - { e s etl nmiealons to there rchllett Prior to commencing l -� 11 f wltM1 w tlrswihe I n to be, ed es,dedot on u ( h III jl Ii I 1 III PREFINISHED STEEL m coot'Itian rram themµre_eno.n on tnet'drawings li ma„t.r tten aPPrew et a Aroniteol la.o wIr ens RAIN WA ER LEADER men 100mm%700mm.SET eaPOna r or the construct«. - ( 1 THROUGH TPO ROOF. G p II 111 - — — —. o Roney Engineering SEE 5/A312 FOR Structural Engineers III 1 TYPICAL NOTES FOR y K qe on `I, li 1 .00 Pub Mills I),.. m t antorlo KIM JM. PARAPET CONSTRUCTION roneygakoe net.(t)e13 542-3092 RETURN PIER CAP Atira Engineering ' ROOF AIEA 07 ROOF ARE4 65 ROOF AREA#e FLASHING OVER ENDS OF YIEeT HVAC PAD NCARi CANOPY EABF HVAC PAD P [ „ - -- --- -- APPROXIMA LOCAT70N OFl BOILER I ROOF TYPE FYd ROOF TYPE 0.5 I FgOF T7'I'E t0 ;' I ! I ! ) I '.; I Mechanical I -S and-get-0 tel Engineers /- 141A Hlakson Street Kin eton Ontorlo KM 2N8 ! I - BRICK AND CARRY BEHIND RAINWATER LEADER,AND AND PLUMBING YENS.FE}IBLEk[pp lI mat�OUro-en..com.(O s1}-sae-7440 P,ODF FLASHINGS SUPPLIED BY h�, I III III !II \ 'I �'- OVER REVEAL PANEL DIVISION 15 AND INSTALLED BY i I ( ROB h / Josselyn Engineering Inc. ROOFER.CO' RDINATE LO ATIONS - ) I, I 'i f + Civil Engineers I �� METAL PREFINISHED g ON SITE TO AXIMIZE DIST LACE li it III II I /' � - PANEL SECURED TO 6}3 Non•le coure su ee}.Kingeron,ontarlo K7P 2Re `ry+' el Okoa net,(t)613-634-.278 __EEDM RODE EDGE-TP.O 90QL BLOCK. Mee yn t FACE OF CONCRETE OR EQUIVAENT. I III f j PREFO)MEO METAL SCUPPER WITH— { I li r-' h I i III .1 I ` .___ FLASH) G P 1 (ACE F CANOPY _-- - - 1, I �' f I \ I 5 Ran Water Leader Detail -- _-- -_.- � ���-- „_._�,-- --ti- ,� --__-_-_--- __ DOWNSPOUT ANCHOR T (' 1 / Hoof Plan L nd L--- ____ ^ �L----._�__�- _-__--_ I � I i� I r A110 1: 0 BLOCK FASTENED TO CONCRETE SEE 4/Al 10 / TOP OF PcR�METER ( �' ',�-� / -j - _ 'I \ 5 .;/ - BLOCK BEHIND. 13 TAPERED FIBRE BOARD THICKNESS(mm) scuPPER' TO— - --- �I-..- i P I -------' - -+r � �I 110 h I %7, —� O ROOF DRAIN ROOF FRAMING / /� / / r R r I SON. GONG' 'J ROOF HATC TO I ROOF AREAb I i !I I I I / FRO ROOF MEMBRANE I ffOOF ANO SCUPPER F ASHING. MECH ELEC �AD'o ROOM 121 rU��-n-� „"' I I 2 AND PLYWOOD BLOCKING NOTE: . I .I 110 r � -t- �r,•nv.ryte I i0 0 OVERLAP 102mm MINIMUM SCUPPER IS ID TAPERED TAPERED r / l I"-T "'�' I BE 200mm WIDE 5 INSULATION INSULATION I��� ( N�S 15 Ii OFS SCUPPER. AND ENDS ?NY, 161 0 FASTEL STOOP 31 _ 1T. o e 00 _ _EOOF ____a ,f r _ _6166 _ _ -__ _ __ _ __ _ _� y-I _ _ FLOOR OF SCUPPER BO STSINTO BETWEEN — T 4J� , .r rJ^ /� J/ _ III ~ I I 50 ]1113 I 1 -'S0 (SEAL ALL I r ' �" ,C �_- `-:; � / :?. �: / ��// ,1 ;) PENETRATIONS) 72 .;- - _ .,-. ._ � I I I I I I I I I 1 � 9r EXTEND TAPERED AND HING — INSULATION SCUPPR IN /� 2 ' MEMBRANEX FACE F TO FORM FACIA�OR r '''=-�"'_t-'; �� !" / ✓�-�� F" DRIP TONGUE I s �r _; _ I {, J , oVERFllow II r J� I Y�' / r�,, r-� rLr ,r'FT%� �` ' r'I r-� ,;�� �,- y TRIM aNOo0. oaf j' (SEE A710) ROOFN WALKT �/ - i/ - j TO LDING. I 1 0 BLOCKING TO 1 s Q _rJi�' T/_ "� r7 J ��J/ r J .' I - -1 IT 334 - WALL RAIN j rr r� I __rr II rJ r I � �I- .J -Jr F((��((I' "r1� I r TAPERED SUIT =- WALL I C S (� r1� i �r 1 �'r' -C L.LJS�L=Ll-fs' SS 1-'J rL"1'J�" Sr'F_ / INSULATION BISCH CW/ ROOF TOP UNIT - -I SCREEN(SEE SEE 6/A310 FOR TYPICAL NOTES - CONCR TE I DETAIL THIS SHEE I / L FOR PARAPET CONSTRUCTION — SPLAS PAD. 6 . . . . . .. » . — . — . — . „D — . — . I ./' ' _% - I_ L � I 0 4 Roof Scupper Detail 1:5 /T ROOF AfiEA� NO SCREEN IN THIS BAY NO SCREEN IN THIS BAY CONCRETE P.D ROOF T'Rf RI (STEEL AME TO RUN STEEL FRAME TO RUN . IAAH ROOF ( I THROUC T) THROUGH) - SCU PER 1 TO;WE 110 _ I --- RVtiL y OF TYPE R 1 GONG.. � 1 MECHANICALLY FASTENED FRO ROOF MECHANICALLY FASTENED TPO ROOF l I I SPLASH PA 0 MEMBRANE(MITE) MEMBRANE(WHITE) ROOF, / 2R SLOPED FIBRE BOARD(IN AREAS AS 2R SLOPED FIBRE BOARD(IN AREAS AS I— J —I I I -l SHOWN IN ROOF PLAN) SHOWN IN ROOF PLAN) 5OPh O — . — .I— ROOF AREA 00 L- . — . — I. ' 0 (MECHANICALLVCFASTENED)NSULATION (MECHANICALLYOFASIEN FASTENED) VAPOUR RETARDER VAPOUR RETARDER 4 I 4 ROOF TYPE RI q 100mm POURED CONCRETE 6mm FIRE RETARDANT ROOF SHEATHING > 38mm STEEL DECKING 38mm STEEL RUC DECKING 311 31t 31 STEEL STRUCTURE(SLOPED) STEEL STRUCTURE(SLOPED) 1 FASTENER AND SEAM PLATE I I I { I 1 ALLOW FOR MOVEMENT IN MEMBRANE :•I ®300mm o.c. MAX. REFER ECTIONS 'jI T - J I FOR SIZE I I a I :1 3Bmm x 89 TE WOOD FORM TO BE CONC.SPLASH j j i SCUPPER.:' S RE WD AFTER CONCRETE SETS PAD ON ROOF RVIL WELDED SPLICE X2.85 110 �; DO ON SPLA RDOE /I 30 2FIJd( KER TO SJi'G�7d5 TOP OF ROOF FRAMING ELI' SKYLI Hi$2 FOR EURB'SIIE I IN THIS BAY.SLOPE I SKYLIGHT K7 I I ­T-7 1.YPE�'3 _ ,, STEEL TO HIS ELEVA DN I TYPE#1 (CONTINUOUS (CONI7NUW5 - t DOME UNIT FOR o { I I I RIDGEMOUNT 10DmmI CURB) T FOR 100mm i - CURB j I� of j I °mow � ' I II i CARRY VAPOUR RETARDER UP AND ( nc OVER EDGE OF CONCRETE. I� - FOR ALL EXPANSION JOINTS } �N TAPERED N (� iJ 13 13 13 1 SD USE MANUFACTURER 7{, INSULATION �• TAPERED APPROVED DETAILS.SUBMIT r m j I INSULATION COPIES OF SHOP DRAWINGS w TO ARCHITECT FOR +f APPROVAL —STRUCTURAL STEEL BEAM 600 R[o RD l `_ %a te I CONO.SPLASH PAD ON ROOF SCUIPE -- -- = > -I: = -- — - --- - -------- - ---- -- - I - --— I _To w °i -- E 2 Roof Junction Detail „o ® T I RY � p RWL TOI A710 1:5 �J Cop I OOF ON l ROOF DRAIN WALL l I 1' PRE FINISHED METAL DISCHARGE I SKYLGHT fj3,TYPE�'2 I I BELOwicw/ ( ) 1 , 4 I 4 TYPICAL OF 6 4 FLASHING sPias PAD ( ) 311 - 3i1 311 1054mm SOUARE - t _-1, DOME 100mm CURB I 104.35 3Bmm x 140mm PRESSURE I I III I. I I I I �',}' �_- TREATED TOP CAP T i LIN- HOT DIP GALVANIZED 76mm x 30 FACE QF I .J I. I.. ll �— ....1_ 30 76mm x 4.Bmm HSS TOP RAIL FACIA IFRR- II II l .'�� ROOF - OVERF OW . SEE A110 ( ) IJ ------- — - h- Ii i . RDaF IYPEPo d PRE- ISHED _ I = 'I I _ 5I , RE-FINISHED .I l�T'� METAL FLASHING f T 0 F�5- - I. _METAL FLASHING 30 - 1 2. _ - OP 0 PERIMETER III Ij IT G ROOF FRAMING -�r------- ---�----------------------- r -- II II � 'III II ' I _ - I I .lit 'III I I I I I III i I i I I. III II I HOT DIP GALVANIZED 76mm x PRE- (SHED METAL FLASHING I [� I I I m 76mm4.8mm HISS POSTS I I _ OVER RICK PIER _ ''(H'I (,I "II, (AND DIAGONAL BRACES) 1 I _IyJ 301 BE OW n I .II l III U,. ._—___ ___ ___ _ _.----_-_ 4 CLADDING CORRUGATED STEEL I I � I iI'� — . — — . . — . — -. r ; H r I u u u J I I J V J 'III L f F III 11 f ly 11 3 0 I � I ®480mmALVANIZEO Z-BARS l II SPACES BETWEEN EP STS) SHADE TRELLIS.SEE 3/A313 FOR DETAILS I I I I 1 Roof Plan I I I I A110 1:50 1 2 3 4 1 2 3 4 2 for Re-8lddin..ed Feb 11,2004 0 0 0 D 0 0 0 0 HOT DIP GALVANIZED 75m,P x R-1- D—I r der Da� 75—x 4.Bmm HISS BOTTOM pro)ect RAIL 25mm x 25mm CONTINUOUS Newcastle Librory COUNTER FLASHING ANGLE CONTINUOUSLY WELDED AROUND (Tender,fCL2008-7) HOLLOW STEEL SECTION POST \ P1 0 TURN ROOFING IN UNDERNEATH 150 Kin Avenue COUNTER FLASHING ANGLE g U/S BOTTOM RAIL TRIG DETAIL MEMBRANE Neg o H5le,OnI0n0 Root Tvoes DRAW BAND --------- ROOF TYPE(FLAW Rt(R3D 91 ROOF TfPF(91 HAuI N-1 R3 NORTH CANOPY(FLAT)RS STRETCH TPO MEMBRANE TO Cllenl 2 PLY MODIFIED BITUMEN ROOF 2 PLY MODIFIED BITUMEN ROOF 2 PLY MODIFIED BITUMEN ROOF FASTENER AND PLATE.MINIMUM FORM(25mm)TURN UP Municipality of C/orington 2>.SLOPED FIBER BOARD(IN AREAS AS SHOWN IN ROOF PLAN) 2%SLOPED FIBER BOARD(IN AREAS AS SHOM IN ROOF PLAN) 2x SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) OF FOUR(4)AROUND 100mm POLYISOCYNURATE INSULATION SOTm POLYISOCYNURATE INSULATION SOmm POLYISOCYNURATE INSULATION ROOF MEMBRANE.SEE vAPGUF.RETARDER _FOUR RETARDER `:0,,,h RLYSODER PENETRATION ROOF PLAN FOR TYPES (6mm FIRE RETARDENT ROOF SHEATHING i00mm P'JURED CONCRETE 6mm FIRE RETARDANT ROOF SHEATHING 111 D aw'mq 3&nm STEEL DECKING 38mm STEEL DECKING 38mm STEEL DECK I I I I I I I I Roof Plan STEEL STRUCTURE(SLOPED) STEEL STRUCTURE(SLOPED) STEEL STRUCTURE INTERIOR FINISH INTERIOP,nN.SH E XTERIOR FINISH ROOF TfPF R2 fn OPFD)(R2t•T MNN CANOPY!FLAT)R4 1 BPHALT SHINGLES 2 PLY MODIFIED BITUMEN ROOF ASPHALT SATURATED UNOERLAYMENT 2f.SLOPED rBER BOPRD(IN AREAS SHOWN W ROOF PLAN) EAVE AND VALLEY PROTECTION(AT PERIMETERS AND VALLEYS) (FROM 25mm TO Dmm IN 120Dmm WIDTH) 13mm PRESSURE TREATED PLYWOOD 25mm POLYISOCYNURATE INS11- VARIES )25mm SEMI-RIGID INSULATION(88m1 IN 1DCmm'Z"BARS) VAPOUR RETARDER Drown by pore 50mm'Z"BARS O 600mm o.c. 5mm FIRE RETARDANT ROOF SHEATHING TOP OF STEEL (IOOmm'Z'BARS 0 PERIMETER) 38mm STEEL DECK N.M./E.R. VAPOUR RETARDER(PEEL&STICK MEMBRANE) STEEL STRUCTURE Roof To Unit Screen Secction 16mm FIRE RETARDENT ROOF SHEATHING EXTERIOR FINISH N.L Febru y/7,2008 38mm STEEL DECKING A710 1:5 rpOlo STEEL STRUCTVRE(PLANTED) 3 P PNa Nama I.uparaedea I Superseded By INTERIOR FINISH alent Pro)ec<A Orewlne Number #CL2008-7 Prafect/ RaN.mn 0 /1 // // O 0633 ( 2 A Shoalts and Zaback Architects Ltd. 1 2 4 6 7 8 9 10 11 12 aso \�pSSpc� 1400 4610 2590 7200 2590 4610 9400 2600 2000 ' e- S� I 2 33 SHADING INDICATES SHADING INDIC S SiO.LLTS WOOD CLAD BEAN. WOOD CLAD B AM. SIMILAR TO WOOD SIMILAR TO 0 19mm FIR CLAD COLUMN \ O_COLUMN DETAILS.REFER TO DETAILS.REFE TO NATO- CERnFlCATE OF PRACTICE N0,2438 4/A363. 4/A363. I L ,2 ° 4 Cotaraqul Sfie t Suite 306 KNgetan,OntarlD K7K IV it 1a]A:)541-0Y T 6 s a((31 ])51- 4 A NN �— Thie le o ca�K�ht d a Ing onE tleslyn antl Moil not be usaq u°i Y IL 1� roduted N.atl wlMwt Witten DRmldan.iTe I I _Tl ntroctor Mall check antl wires 011 dlmenvlone and report DII inicne<0 the heat b, to commmcMq - I 1 LIGHT FIXTURE .IN wakt These=d.t'oa ar t to be amled.Any da.totion ! ! i \ / in on trvctton tram the Inyonnotbn Mown en these drowin9s PREFlNISHED METAL SOFFIT wIth-t Itten opprowl f ene Arohiteet le edely ene (SEE 300 SERIES LAGS \ _ rwponal6Alty D/Na ComLUCtor. I O ° \ / Roney S r Engineering I I I 900 Purdy MAIe Dr.,Kingston OnWa K7 3M9 REFINISHED STEELI CLADDING OF roneyg9koe.nat.(t)6t3-s42-3092 (METAL SOFFIT)(SEE 300 I CEDAR SLATS SERIES DRAWINGS FOR LATTICE. Atira Engineering DETAILS) 1200 1200 O SOFFIT MOUNTED LIGHT Mechanical and Electrical Engineers ACT CEILING WITH FIXTURE(SEE DETAIL FOR 141A HI.—street,Kingston Ontodo KM 2N8 50mm COMPASS I I MOUNTING) — maApllbo-eng.cwn,(t)613-548-7440 I EAT NORTH W LL Josselyn Engtneerina Inc. _ Civil Engineers Aq —I 1— Soffit Light Detail 9 I I ACT CEILING N1TW ACT CEILING N1TH w— 2 9 633 Nwrle Court,suite 3,Kln eon,a,tano K>P 2RB D )ovsNyn9NO>net,(t)613-634-9278 j 50mm COMPASS SDmm COMPASSO o EDGE AT NORTH AND EDGE AT NORTH WALL ���YYY D CEDAR LATTICE FINISH TO EOw 1662 3710 E° CANOPY(SEE 300 SERIES WEST WALLS I UNDERSIDE OF ENTRANCE - DRAWINGS FOR DETAILS) — oc�waamc—a�G—o°o,ono°oa 610 1S]D REa Sm UOM FMIVRE REFER ro DFGigKO1 DRAA1NDs I o —� ® > 1uo emESSm ucHT nX11mE 0 IT I I o0 ob® o I ' I '-Rrm+ro EtECmKA DRAx1NCs 305 _RE R m HUNG I1GHt i I ° ° TI SP�uED ACOUSnD ® n%NgE-REFFA ro EtFCTRIGL pRA9YN05 J I I tzao strsPamm uclrt nXIURE-REFER ro 1 (o o f E EC A F ORAWNGS I � kn° � {� � �. WAIL uoumm uCta FlI(NRE-RETm ro _ :m Br ACT 2800 AFF x Imo I� ITT — - O RmFSSe]Pm tA,wr-R6m ro¢ECmIGI om opa o BULKHEAD DRAM 6$ GYPSUM BOARD BULKHEAD NDICAlES sstru taoNro CE.-l6mm UM BO RD GWB 2700 aououca 64mm METAL STUDS AFF MECHMIIrIl SUPPLY Ae DDFUSER-REFER ro a aDR CL — W/C W/C ® I O 6mm cYPSUNIB ARD . $ ffi kr 4 22— MeeHArAria 18DURN NR cRnL-perm ro m ( ® 1 Ey? ® I METAL STUDS SUSPENDED FROM MEaawICAL auxlnc5 STRUCTURE ABOVE FD ® FROM° ® ME a auu-REFTR ro El Ila ® I W/ /� I I — .-- _ MECHNaCA 11NFAR SUPPLY NP O9FUSER- Y �2 I REFER TO MmH,wrx DRA`RCs CIXNoAcT-t IDCA 5 3 I - - — — — — — — 3 CEILING DETAIL E= 1:5 ao X 1221 su NFLAm SH cMO9 U B 124 I HD TCAHE i rt Y WAIL E°taut MOUMm a Lw11r-+mER 1D a —NCS cEn1HC Mou9rm ExR uart-REFFA ro _ I Z atcrmca DRAraus EXPOSED E%POSED ETAL CK — C SUSPENDED CEILING Alxxlsnc PANas suPPUm AND NsrAUm Br STRUCTURE I STRUCTURE DIFFERENT COL THAN STEEL sEnwR 10609.iNSraum eELaa c+vsuu _ I 22mm FURR RING BOARD . r L d — 41mm METAL RSOTM U D S UN AR SUSPENDED A ABO BOTYP) > STRUCTURE TURE ABOVE DNIetOoi Le KRsIO uw e nR s I Ke40 IAiINMSE r FINISH+)0u0mMtP6LLn E ro 4 4 1 4 SK�IGHT 4 SKYLIGHT ""�� t WAT a S". 1 �1 4ef I / -�WWYR ° 2 coA15 of eLrM sENER IL n I -------- --- / r , ® META DECK �r — It qb W Loom — — — — m ES AN EDGE YLIGH I — .�^^.�r ^---^T; Iii x----5�-----J It I 0 --_ PRffTNISHED METAL SOFFIT (COORDINATE WITH LIGHT FIXTURE) Notim STRUCTURE — 1500 AT BUILDING FACE LIGHT FIXTURE PAINTED LATTICE. LIGHT COVE _ SUSPENDED CEILING t t. ALL CYPSUM BOARD COUNGS AND OUl1(HEAOS NtE I 1 D t6mm CYPSU BOARD PNMm NOT.LLL CAUNCS pN0 BUU(HEADS ARE SHOWN. 22mm FURRING RE'ffR TO P1L DRAWINGS Fop FULL SCOPE PAU�Ll' _A('T CEI 1 41mm METAL STUDS 2 ALL EXPOSED SfRUCNAA STEEL IS FAINTEST A DIFFERENT ll4m CONP mGE ON A I SUSPENDED FROM NOT ALL STRUCTURE 6 SHOWN REFER TO ALL DRAWINGS GYPSUM I STRUCTURE ABOVE COLOUR THAN CfPSUN BOARD.SERVICES,OR META DEC". BO D 30 — 1 4 WIC LIGHT DETAILS FOR FULL SCOPE. jA 10 1:5 3. ALL EXPOSED METAL DECK PAINTED A DIFFERENT COLOUR THAN STEEL STRUCTURE.GYPSUM BOARD OR SERVICES r NOT ALL EXPOSED DECK IS SHOWN.REFER TO AU- NO DRAWIN(S TOR FULL SCOPE 4. ANY VISIBLE SERVCES,INCWDING SIRWCES ABOVE W000 / I � IATOCE,ME PLANTED(IXCEPT N ROOMS 1Qg,121 AND ifrf GYPSUM BDARD.FULL SCOPE 5 NOT SHOWN.REFER TO T 122)DIFFERENT COLOURS THM'SmUCi11RA STEEL AND WOOD SOFFIT. ALL DRAWINGS FOR FULL SCOPE REFER TO 500 J: � ' SUSPENDED CEILING SERIES DRAWINGS ��1 O o°° t6mm GYPSUM BOARD FOR DETAILS riy,l I 22mm FURRING 2 41—METAL STUDS SUSPENDED FROM 200 / STRUCTURE ABOVE I 305 ° ! 4) 305 — n CEDAR LATTICE FINISH TO E UNDERSIDE E ENTRANCE IIII CANOPY(SEE 300 SERIES 4ACTCEI WITH 100m DRAWINGS FOR DETAILS)O — I _ a I zoo E (COORDINATE WITH LIGHT FIXTURE) LIGHT FIXTURE EXPOSED SUSPENDED CEILING STRUCTURE 16 mm GYPSU BOARD CNTED YPSUK BOAR ( 22mm FURRING LKHE ABO (TYR) I I I I' °D 41mm METAL STUDS i SUSPENDED FROM i PAIN DI ENT I I 5 LIGHT COVE STRUCTURE ABOVE 4 SNIT COL TH STEE A150 1:5 4 SK`AyIGHT BEAM AND RUN SIZWyJGtHT a (TYPI ) 1 j' I I O n FIXTUREM(SEE DETAIL FOR � I' MOUNTING) — ' — — — — i ' w 'loan - - — — z PREFINISHED METAL SOFFIT 30 P EDGE ON A I I I I (SEE 300 SERIES DRAWINGS DES A AT YLIGHT EXPOSED EXPOSED FOR DETAILS) STIR C D STRUCTURE ri PAI D _ _ PAINTED i F He8 I -- —_ 3 II I I � I I I I I $ I �— I— — — — G 30 I I I I I I a 30 J I 4 U j U U I I U 11 U::P d 0 H H J U I I I 1 I I I I I `STEEL AND HOOD I I TREWS.SEE A300 I I I I I SERIES DRAWINGS FOR DETAILS. 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ReNSed and 1--d Feb 11,2008 0 0 1 0 0 T wed f:-Tend ?008 RedNan Deecryllan pate Ne ProJscS )vcostle Library (Tender#CL2008-7) La ao 150 King Avenue N.—t'.'0""`b L18 185 abet Municipality of Clarington Or" Reflected Ceiling Plon Drawn by Date ER./NM/AIL I February 11,2008 Flle Nome I suwreedee I Superseeee By 0833-P1016 aMn[P.)eat/ I Drowing Number #CL2008-7 06306. 3 e I Rn.ion r A 150 L Shoolts and Zaback Architects Ltd. 4 3 2 1 4 3 2 t H 301 30 30 C SKYLIGHT-REFER TO 30 D 0 C D �+ 0 0 ~ ).SSQ 1800 B00 3600 SPECIICATINSOAND 8000 3600 4950 250 5000 BUILDING SKYLIGHT-REFER TO r r SPECIFlCAIINS AND I I I Q �nITE BUILDING SECTIONS ' 6 O,LL75 r ASPHALT SHINGLES w BEYOND CFATFlCATE lY PRACTCE N0.24J8 4 Calaraqui Street 6ulte 208 Ningslon.Ontarlo K)K 12> WINDOW IS CONTINUOUS am mant6wzarN.com ta(s1J)sa-ozTS nM6+J)s41-oeoa BEHIND PIERS Thie N v copyright tlrvwinp anti tlevipn end shall nol De used. -- --- -- __ reproducetl rMee0 wlthvut III permbelon.The aontroatod eholl cheat and wrly aG dimensions and report ail tl nbne to tM ar,t t, , to Ing — ------------ -- with work.These tlrawinps ar not to be s<aletl.MY deWativn In mnetrvctlan man tl+a Information Mpwn on these tl 0o ps wlH,wt Witten aPPrvwd of the Archkeel Is edalY the - - - - r..ppn.romty o6 the can.wat«. 1oz.90 _ _ — ENTRANCE CANOPY Roney Engineering -J_- B00 Purdy NII4 Or.,KNgeton Ontarta KIN JM9 _ Structural Engineers -T- r -r --•-L O - -- ���--� - BRICK VENEER Attra Engineering BRICK VENEER BEYOND ❑ ��� r-- _L �❑ ❑ r _ _ _ _ _ Mechanical and Electrical Engineers Ta1A H atnaL to i / O .� � -I--��- ...• _ s' 1 _ - •- _ -- -- _ _ - CIJII o ngineers to Kin.eon ntorlo KIP zR9 ALUMINUM WINDOW \ -�- = --�.-r- 61ae•lynao..net,(w16t3-6349GZ7e 0 99.30 1� ❑ -r` - -�J"-- - EXPOSED PARGED LE��� FOUNDATION WALL GROUND FLOOR 7261 DOOR NUMBER-REFER TO DRAWING BRICK VENEER BRICK VENEER PIER BRICK VENEER PIER BRICK VENEER PIER BRICK VENEER PIER A600 PIER ROOF DRAIN TO RAIN ROOF DRAIN R RAIN ROOF DRAIN TO RAIN ROOF GRAIN R RAIN POURED CONCRETE ALUMINUM GLAZING TYPE REFERENCE WINDOW UM WATER LEADER WATER LEADER WATER LEADER GAS METER SZLCOVE WITH WATER LEADER O REFER TO A250 Y4NDOW ON PRE ARCING ON PR AT GRADE I ON PRE CASTACONCRETE PAINTED SEE 61/A302 AND CI PRE ING AT GRADEE FOUNDATION AND FOOTING DIS ' � � SPLASH PAD. SPLASH PAD. SPLASH PAD. 70 A360. SPLASH PAD, _-_ _ VENEER NiTH CLOSED CELL NEOPRENE MCJ MASONRY CONTROL JOINT IN BRICK A200 1:50 RUBBER WONT LOSER CASEMENT WINDOW COMPLETE WTH VANDAL RESISTANT SCREEN 4 \T J ® AWNING WINDOW COMPLETE WITH VANDAL RESISTANT SCREEN 2000 2600 9400 4610 2590 7200 2590 4610 1 I D 0 D 0 0 I I I I I I NOMS PRE-FINISHED- SKYLIGHT BEYOND 7. FOR GLAZING TYPES REFER TO DRAWING A250 METAL REVEAL ROOF TOP UNIT SCREEN. AND FLASHINGS. REFER TO A110 FOR DETAI ENTRANCE CANOPY PRE-FINISHED METAL FASCIA CANOPY OVER I - - -- - -ENTRANCE - AND - �_ -- - BOOfC/VIOEO K - T _ �€�17ANICA�GfIILC$ LOCATIONS ON SIZE _ _ - 1 102.80 PREFINISHED METAL FASHING AND FASCIA BRICK VENEER PIER BEYOND -1 -� WINDOW ALUMINUM CURTAIN ..Z _1 1 -- WALL ENTRANCE BEYOND L_-J - J L_ J Z `r s \ BRICK VENEER 9ROUND FLOOR 100. J 9.30 G — LO �RPOSED PARGED FWNDATIN WALL FIRE ENTRANCES INTO EXTERIOR WALLRBY�T ENTRANCE NIROL DA CONCRETE CE VERY CONTROL CONTROL JOINONRY C I FOUNDATIO AND FOOTING SECTION 10000. JOINT JOINT a North Elevation A200 1:50 I T I I 3 4 H 0 0 0 0 30 30 301 30 SD00 2 4950 3 3600 6000 3600 1600 7800 ASPHALT SHINGLES ROOF TOP UNIT SCREEN. SKYLIG T BEYOND BEYONDT SHINGLES REFER TO AIIO FOR DETAILS. RAIN WATER GUTTER 111 ANO AL EVEAL RAIN WATER CUTTER . STEEL WTR GGEN PAINTED DA TRELLIS PREFINISHED METAL FLASHING AND FASCIA - -.—r— - --�_r_t- — T.❑ �� r.. - _ _ BRICK VENEER 'MNDOW _ ALUMINUM \\ �_-� 0 o _ 99.30 110.1 L_Q.J 1b.mom, GROUND FLOOR - - --�---- EXPOSED PARGED FOUNDATION POURED CNCRETE ASNIY CONTROL THROUGH WALL THROUGH WALL MASNR WALL BEYOND FOUNDATION I JOINT DISCHARGE FROM ROOF I DISCHARGE FROM ROOF S�0� DRAINS AND FOUNDATION DRAINS AND FOUNDA110N JOINT WEEPER SUMP WEEPER SUMP (� Weet Elevation A200 1:50 i 7 � 00 4610 2590 7200 2590 4610 SKYLIGHT BEYOND 9400 26DO 0 1 2 3 4 7 7 2 3 4 0 0 0 0 1 0 PRE-FINISHED Ty I 0 METAL FASCIA PRE-FINISHED I METAL REVEAL ROOF TOP UNIT SCREEN. SKYLIGHT-REFER REFER TO A110 FOR DETAILS. AND FLA511N1;�. TO SPECIFICATIONS AND BUILDING PRE-FINISHED METAL SIDING. SECTIONS CEDAR TREWS ON PAINTED STEEL OUTRIGGER 1 _. _. .:_ ..... 2 Retired and Lgrued Feb 11,2058 '- for Re-B�ng f /slued far Tender 2008 0 0 a Newcast/e Library 102.90 0 U 0 D_ PREFINISHED METAL - I(�I _ r z (Tender 'CL2008-7J FLASHING AND FASCIA - - ❑❑ ❑�❑�❑ �❑ e„ - —� �� 150 King Avenue WALL LIGHT(TYPICAL) J J L— NewcosUq 0ntwb i LIB 7R5 / \ \ / Municipality of Clorington BRICK VENEER ALUMINUM W9NDOW / \ �, ! I mE.E<�,I 0 __ _ IIIIIIr I Building Elevations 99.30 O ❑ ❑� O �❑ LJ G16 / \ JI GROUND FLOOR EXPOSED PARGED FOUNDATION WALL CONTROL D rawn by Date ICONTROL I I I February 71,2008 POURED CONCRETE JOINT -.7y- FOUNDATION AND 06JJ-A20O FOOTING plant Pro)eot/ Drawh.q Numbsr 4 South Elevation XL2008-7 A200 —1.1-1.1:50 R.MMwn, A 200 06.33 2 Shoalts and Zaback Architects Ltd. ASSOC,�TT z � o FETE uA! s±ours 1426 422,448, 1400 1400 448 422 1426 � B 6 7 / ) 7 7 V ) y D CERTIFICATE OF PRACTICE IZ7 2438 ° N ° Y Y 4 Catamqul Streal 6uite 206 IFICATonOF PRb KM NO. L4 a GL4 4-0775 MI(61 o I GL4 a s ® 4 I ° (In _3 bx(813)541-0804 F.S. F.S.I ml.is pY4nhl drvxNg d daaign and andl not be q„a. F.S. F.S. rpratluced vhed xlNOUf arilten pamledon.The -GL GL4 3 GL4 -GL4 m° GL4 GIL 3 4 832 1558 onnoct«anal ahaaa a wnr n d7man.bna and �}� 190 1785 1185 c y q rpon a I I F•S �, Inl ems[rvetbn ham,theelnfermatlmoahoonat hWasey draxinig� - ° - 0 400 600 tl emleabne to N,wchllect PHar tv camman Inq 102.70 —GL W < L4- 4 4 GL4 iGL2 GL2 GL2 GL W —� L2 L2 i - - - - - - _- - — -- —_- ----- - xlNaul xHtlen p0�awl of Na Aml,keol le eddy the _ GI2 L2. L2 GL2 GL2 2 GL4— L4 - GL4 -- a-- N { W O O N - -- - r,aPOndbQlty of Ne Lmdrvctar. a 1210 R.O. 800 o. n GL4- _ ° a ° 4 �, ° 1 7190 F.S. 0 o z f N7200 m z W I ROr7eY Engineering { m C, o! m KKa ° w ° Structural Engineers ° GL3 GL.3� GL3 a y < 4 ° °a n __ / CL3 �3 _ rL a00 wamn11sil(t)9 39s�2-3�ot92lo K7M 3Ma °i g L3 GL3 'o a L3 \ \GL3 GL3/ L3/ 3/ / GL3-�� � a GL3 GL3 m tuna o ;, / s z ° ? 2 2 o s ° ° Atira Enaineering m m Y v a / 6 6r 3� 6 6 a 6 6 O3-7I- 6 fi '^g o I { 2 2 w Ot \ \ �' a 2 2 Mechanical and Electrical Engineers ° a0 141A MlaKaon Street.Ningston Onterlo N7K 2NB 'o m \ \ 3 m n a 1 __ - maewtao-eng.00,n.(t)613-5 -7440 \ \ �----� -_-� Josselyn Engineering Inc. a= r GL3 CL3 FS CLS GL3 Civil Engineers N r w n 637 695 1576 695 1154 833 Nana Court.Bull,3.KM9,ton•Ontario K7P 2R9 4 4 'r m i I n p.edynahoe.net,(t)613-634-9276 N I I - 784 u 4 - 4 10 2390 FRAME S ZE Q 4 99.30 GROUND FLOOR- _ - - _ - _ - _ _ -I - - _ - -� - L---� f 170.7 10 2967 FRAME SIZE 10_ 118• 2410 ROUGH PEN 2 87 ROUGH OPENING F.S. 600 1065 1111 600 600 1111 1085 600 6 1099 42 1099 1 64 64 64 6 10 10 4 64 64 64 0 64 64 7812 FRAME SI tt B FRAME SIZE 1838 FRAME ZE 78 2 FRAME SIZE 1590 FRAME SIZE 1 1590 F.S. 0 1 2371 FRAME SIZE 10 1822 ROUGH OP NING 1848 ROUGH OPENING 1848 ROUGH OP NING 182 ROUGH ENING G4B ALUMINUM(45mm) 1610 R.O. 7610 R.O. i 2391 ROUGH OPENING O 1 (SAME WINDOW NO I OPERATOR,ALL FIXED PANES) G1 ALUMINUM(6444) G2 ALUMINUM(64mm) G3 ALUMINUM(64mm) O ALUMINUM(45mm) O ALUMINUM(45mm) G6 ALUMINUM(6444) G] ALUMINUM(64mm) O ALUMINUM(45mm) G9 ALUMINUM(6444) •THIS WINDOW HAS A • THIS WINDOW HAS A THIS WINDOW HAS A CONTINUOUS •THIS WINDOW HAS A +THIS WINDOW HAS A •THIS WIN OW HAS A CONTINUOUS •THIS WINDOW HAS A CONTINUOUS •THIS WINDOW HAS A •THIS WINDOW HAS A CONTINUOUS PREFORMED CONTINUOUS PREFORMED PREFORMED ANODIZED ALUMINUM CONTINUOUS PREFORMED CONTINUOUS PREFORMED EXTRUDED ALUMINUM THRESHOLD PREFORMED ANODIZED ALUMINUM CONTINUOUS PREFORMED CONTINUOUS PREFORMED ANODIZED ALUMINUM ANODIZED ALUMINUM WINDOW SILL C/W CONTINUOUS ANODIZED ALUMINUM ANODIZED ALUMINUM C/W 3—ALUMINUM SILL FLASHING WINDOW SILL C/W CONTINUOUS ANODIZED ALUMINUM ANODIZED ALUMINUM WINDOW SILL C/W WINDOW SILL C/W AIR/VAPOUR BARRIER MEMBRANE SEE WINDOW SILL C/W WINDOW SILL C/W AND CONTINUOUS AIR/VAPOUR AIR/VAPOUR BARRIER MEMBRANE. WINDOW SILL C/W WINDOW SILL C/W CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPWR 2/A310 FOR DETAIL CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR BARRIER MEMBRANE.SEE 7/A310 SEE 21A310 FOR DETAIL CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR BARRIER MEMBRANE.SEE BARRIER MEMBRANE SEE BARRIER MEMBRANE.SEE BARRIER MEMBRANE.SEE FOR DETAIL BARRIER MEMBRANE SEE BARRIER MEMBRANE.SEE 2/A310 FOR DETAIL E 2/A310 FOR DETAIL 2/A310 FOR DETAIL 2/A31D FOR DETAIL 2/A310 FOR DETAIL. 2/A310 FOR DETAIL D 1790 1790 F G 4 6 6 7 7 8 F.S. rE F.S. 748 832 F.S. F.S. F.S. F.519 GL4 GL4 95 395 395 F.S. 825 1973 794 1973 f 825 395 395 826 1154 a rE 603 20 ° 102.70 _GL4 L4 L4 _ - - - - i — L2 L2 F'S' GL2 GL2 L2 L2 F.S. LZ GL2 a - o _ z o a fF 810 o z 3 R.O. GL3 L3 w N 3 GL3 w GL3/ 3 LJ GL3 3 z kl' L3 r7 / 790 1^ O_ 5 10 F.S. 10 ` b ° i ° z o m \ 5 GL3 m \5 rc o \ 5 / f 0 I o GL3 GL3 m m n N \ r� GL3 a n GL3 \ 3 L3 / o GL3 GL3 ' f 695 1009 695 ° �❑ o � �0� ❑❑ o 99.30 GROUND FLOOR - 2400 FRAME SIZE _ _ _ _ - _ _ 2420 ROUGH OPENING 682 31 w w It � I 997 1980 FRAME SIZE fi390 FRAME SIZE 1980 FRAME SIZE FRAMOE17 SIZE 2000 ROUGH OPENING 0 1 6410 ROUGH OPENING 1 2000 ROUGH OPENING 0 ROUGH OPENING I Gtr ALUMINUM(6444) Gib RESERVED Gt2 ALUMINUM(45mm) G13 I ALUMINUM(45mmm) GHQ ALUMI UM(64mm) Gig ALUMINUM(64mm) (j�s ALUMINUM(64mm) •THIS WINDOW HAS A +THIS WINDOW HAS A THIS WINDOW H A •THI WINDOW HAS A CONTINUOUS •THIS WINDOW HAS A CONTINUOUS •THIS WINDOW HAS A CONTIN S CONTINUOUS PREFORMED CONTINUOUS PREFORMED CONTINUOUS PREFORMED EXTRUDED ALUMINUM THRESHOLD EXTRUDED ALUMINUM THRESHOLD EXTRUDED ALUMINUM THRESHOLD ANODIZED ALUMINUM ANODIZED ALUMINUM ANODIZED ALUMINUM C/W 3mm ALUMINUM SILL FLASHING C/W 3mm ALUMINUM SILL FLASHING C/W 3mm ALUMINUM SILL FLASHING WINDOW SILL C/W WINDOW SILL C/W WINDOW SILL C/W AND CONTINUOUS AIR/VAPOUR AND CONTINUOUS AIR/VAPOUR AND CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR BARRIER MEMBRANE.SEE 7/A310 BARRIER MEMBRANE.SEE 7/A310 BARRIER MEMBRANE.SEE 7/A310 BARRIER MEMBRANE.SEE BARRIER MEMBRANE SEE BARRIER MEMBRANE.SEE FOR DETAIL FOR DETAIL FOR DETAIL 2/A310 FOR DETAIL 2/A310 FOR DETAIL 2/A310 FOR DETAIL n i 9 n H Y Y 1200 448 448 1705 1705 448 448 1200 I I 1 fl D C fl G L2 GL2 m GL2 F.S. ¢ F.S. 1 I GL2 3 GL2 GL2 �,•, GL2 GL2 3 GL2 1395 695 1399 695 395 R.O. R.O. 1997 1131 400 400 400 1131 1997 102.70 GL2 GL2 GL2 GL2 ca _ _ - -o L2 GL2 L2 G GL2 GL2 GL _ w N w n GL2 GL2 GL2 GL2 2 I GL GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 GL2 3 ° o _ 3 i ° ��❑� �e ° ao GL3 GL3 GL3 n GL3 3 GL3 I z 3 L3 L3 L3 G 3 L3 L3 ? IL3 I \GL3 1°o a n / a-i yp as a L3 I I A 5 5 I° a I I I I a 2 2 / to`I o 0 2 2 8 2 u 854 \ jai n L3 GL3 1 L3 3 L3 GL3 3 �L3 I L3 A an I / AME SIZ n \ \ ROUGH N I 4 44 0 4 99.30 GROUND FLOOR _ L_--J ( - - - OPENING - - - - I _ - - _ - 1 I - 700. �10D�'1 7064 111511 1 1 1411 605 U 605 1411 1 511 1064 492 1063 4161 416 578 BID LE 1961 628 86 578 416 1416 1083 A92 c' 64 63 63 63 63 fi4 64 I 4 6 84 6 I 8 1638 FRAME SIZE 2143 FRAME SIZE 0 10 2143 FRAME SIZE 1638 FRAME SIZE 1 2790 FRAME SIZE D 10 3156 FRAME ZE 10 10 31 FRAME SIZE 10 1648 1648 2810 ROUGH OPENING 3178 ROUGH LNG 4400 ROUGH OPENING J178 OUGH OPENING ROUGH NG 21 3 ROUGH OPENING 2153 ROUGH OPENING RO GH OPENING G1] ALUM NUM(644 ) <e> ALUMINUM(6444) G19 ALUMINUM(6 m) G20 ALUMINUM(45mm) G21 ALUMINUM(6444) •THI WINDOW AS A •THIS WINDOW HAS A •THIS WINDO HAS A 'THIS WINDOW NASA •THIS WINDOW HAS(AT FLOOR •TIils WINDOW HAS(AT CON UOUS PR ORMED CONTINUOUS PREFORMED CONTINUOUS P EFORMED CONTINUOUS PREFORMED LEVEL)A CONTINUOUS EXTRUDED UPPER LEVEL)A CONTINUOUS ANODIZED ALUMINUM ANODIZED ALUMINUM ANODIZED ALUMINUM ANODIZED ALUMINUM ALUMINUM THRESHOLD C/W 3mm PREFORMED ANODIZED WINDOW SILL C/W WINDOW SILL C/W WINDOW SILL C/W WINDOW SILL C/W ALUMINUM SILL FLASHING AND ALUMINUM WINDOW SILL C/W CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR CONTINUOUS AIR/VAPOUR BARRIER CONTINUOUS AIR/VAPOUR BARRIER MEMBRANE.SEE BARRIER MEMBRANE.SEE BARRIER MEMBRANE SEE BARRIER MEMBRANE.SEE MEMBRANE.SEE 7/A310 FOR BARRIER MEMBRANE.SEE 2/A310 FOR DETAIL 2/A310 FOR DETAIL 2/A310 FOR DETAIL 2/A310 FOR DETAIL DETAIL 2/A310 FOR DETAIL 0 GL2 m GL3 �3 h GENERAL NOTES: GL-1 6mm CLEAR TEMPERED GLAZING m GL-2 SEALED DOUBLE GLAZING UNIT W o ALL FRAMES IN ALUMINUM WINDOWS GL-3 SEALED DOUBLE GLAZING UNIT NTH I x ARE TO BE TYPE iQUNLESS NOTED TEMPERED ON INTERIOR LIGHT AND 2 2 a OTHERWISE EXTERIOR LIGHT o GL-4 SEALED DOUBLE GLAZING WITH �---_-) a ° 3mm ALUMINUM SILLS ARE TO BE TEMPERED ON INTERIOR LIGHT AND 725 al-L3 GL3 n °o INSTALLED BENEATH ALL WINDOWS FRITTED GLASS ON EXTERIOR LIGHT 74 o UNLESS NOTED AS REQUIRING GL-5 6mm TEMPERED OBSCURE GLAZING ALUMINUM THRESHOLD. L_ ALL WINDOWS ARE EITHER 6444 OR —.-._� 2 RoeAsed and/asued Feb 11,2076 - 00. 45mm(NOMINAL AS NOTED). - --- �j 9 6 7100 1227 re( 1 Issued for Tdnder 2006 2390 FRAME SIZE 10 N pm)e 0,.aiptlon Dote 2410 ROUGH OPENING Pro}ct Newcastle Library (Tender#CL2008-7) OG22 ALUMINUM(6444) 64 '� By 133 a a to Door opening wKnn 133 fia 87 150 Kin g Avenue TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 N1.8 et/e,Ontw/o 1 Wn�V11 SCI10dUf� O O O O O C1B 185 A250 1:50 Municipality of Clorington DraMng Window Schedule Dr by I Dote February 11,2008 Flla Name I Sup—dm I Superseded By 0635-A250 atent Prolxt/ I Oraxhg Number #CL2008-7 Prvlact 0 .d.tan, 0633 1,2 A 250 Shoalts and Zaback Architects Ltd. 1 2 3 4 5 6 7 8 9 10 11 12 \p A ,/S� SSp� 1400 7440 3170 1150 1440 7200 2590 4870 9400 2600 2000 Q 4 1 CEILING FINISH PAINTED 2 3 4 A`P 1717 O GYPSUM BOARD ON FURRING (FLAn R4 Z 0 1 CHANNELS AND CARRYING O 0 2 PLY MODIFIED BITUMEN ROOF Q CH?TE NORTH AP BARS(TYPICAL FOR ALL 2X SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) 2 PLY MODIFIED BITUMEN ROOF CEILINGS NOTED 0 GYP SUM ( ) 1 5 pALTS FROM 25mm TO Omm IN 1200mm IMDTH 25mm PO EYISOCYNURATE INSULATION ROOF PLAN I OTHERWISE)LESS NOTED I I 6-FIRE RETARDANT ROOF SHEATHING ...P7a 2X SLOPED FIBER BOARD(IN AREAS SHOWN ON i 50mm POLYISOCYNURATE INSU TION — ' 38mm STEEL DECK •w"�' VAPOUR RETARDER J}I� 12 6mm FIRE RETARDANT ROOF SHEATHING SD REFER TO NOTES ON 2/A300 EXTERIOR FIN S�FIRE CERTIFICATE I,Vt or PRACTICE-IZ7 2438 38mm STEEL DECK $ 4 CataroQ 1 Street 6ulte 2116 Kingtln.Ont«IO KM ti7 STEEL STRUCTURE 31 e- ae:moeaaaron.vom 120 173 1733 1133 600 Thle b a cwYi9Nl drow,na and deelgn ana eN1Il not In used, EXTERIOR FINISH I ttl(613)641-0T6 111(613)541-0804 1200 _ -_ �Produ e«nNeeE wlMOUt yxitten lsM, 1Ts fA�S PNE� P/UN Osn loniral a eNtll. .Kt.ins m11111 -i.toecommm i q oB 1 2880 2590 2350 F,YJ 424 girth woriL.mw aa.baa fro of t1 be gilded.Any deMOtlon . C In wnetranlon Rr INe Inform 0«eN1wn 1n Mee.drowl.,q \ PAINTED GYPSUM I wrcN1Mt wH<y o wpro.d of Me A lhltect b adaly Me 102.90 T 1 I I BOARD BULKHEAD naponey Enaineri 1 Me Coring Roney n Structural Engineers EXTERIOR - � //�V /,//. r �� /�� 900NueMmnet,(t)6139542 SOOM21 N7M 3M9 9Dmm BRICK VENEER c Ati To Enalne @rina 25mm AIR SPACE I / ;j // / 88mm SEMI RIGID INSULATON / B rte/�/ / Mechanical and Electrical Engineers N AIR VAPOUR BARRIER l /'r r� T 141A H-IK,n Steel,Kinget«Ontario K7K2N8 / / SpLLp qP / 38mm CARRYING BARS PRESSURE TREATED WOOD FRA ING(TO SUIT) 190mm CONCRETE BLOCK AND. Q - minevum-snq.eam,(O 613-sse-7440 I6mm PRESSURE TREATED PL D 22mm FURRING CHANNELS I� ALUMINUM CURTAI WALL 16mm PRESSURE TREATED PLYWOOD 1�-LpCK1NG AT // BLACK BUILDING PAPER(TAR PAPER)NO �OSSelyn Enaineerinq InC.Civil AIR VAPOUR BARRIER WRIRNG SHOWING PREFlNISHED STEEL FLASHING JleetlynakosL et.(1)'613-634-9278�tano K7P 2R9 ALUMINUM WINDOW BRICK CANOPY PIE IS-X I6mm DOUGLAS FIR STRAPPING EXPOSED STEEL - O 400mm o.c. STRUCTURE,PAINTED SOmm O, mm DWGLAS FIR SLATS O EXPOSED CONCRETE BLOCK _ A30 `7 B GROUND FLOOR ..9. 1 Building Section A300 1:50 O O O O O O O O O O O 12 Key Plan-1:500 1400 1440 3170 1150 1440 7200 2590 4610 9400 2600 2000 Roof TWO n_pd Tyoee 1 2 3 0 0 p p 2 ee 0 0 FLOOR ASSEMBLY F2(R11 4) ROOF TYPE fFLATt R1 fR30.91 FLOOR FINISH(AS PER FMISH SCHEDULE) 2 PLY MOOIFIEO BITUMEN ROOF 150mm POURED CONCRETE FLOOR SLAB 2%SLOPED FIBER BOARD(IN AREAS AS SHOWN IN ROOF PLAN) ROOF TYPE ASPHALT SHINGLE$ $RUED RIGID INSULATION ,DDmm ROLYISOCYNURATE INSULATION 1 ASPHALT SATURATED UNDERLAYMENT VAPOUR BARRIER VAPOUR RETARDER 2 PLY MODIFIED BITUMEN I OOF 12 EAVE AND VALLEY PROTECTION AT PERIMETERS AND VALLEYS 200mm COURSE OF 19mm CLEAR STONE(COMPACTED TO AT 16mm FIRE RETARDENT ROOF SHEATHING ( ) 38mm STEEL DECKING 2%SLOPED FIBER BOARD IN AREAS AS I I 5� I I 13mm PRESSURE TREATED PLYWOOD LEAST LORI S.YPE I GRANULAR B TYPE 1 AGGREGATE TO ED IN FROM THE STEEL STRUCTURE FINISH (SLOPED) I n 1 SHOWN IN ROOF PLAN) 725mm SEMI-RIGID INSULATION(88mm IN 100rnm"Z"BARS) UNDER DE of THE wsuunoN,PLACED IN MA NUM 250mm INTERIOR FINISH 2 PLY MODIFIED BITUMEN ROOF S0m POLYISOCYNURATE INSULATION 150mm'Z"BARS O 600mm O.C. LOOSE LIFTS,AND COMPACTED TO AT LEAST 90%S.P.DA VAPOUR RETARDER 1200 1133 1133 11J3 800 ROOF TYPE R2 GREG) u.37 2H SLOPED FIBER BOARD(IN AREAS AS VAPOUR'E'BARS O PERIMETER) WIC TYOee 100mm POURED CONCRETE ASPHALT SHINDIES 2 I i 6 SHOWN IN ROOF PLAN) 38mm STEEL DECKING I VAPOUR RETARDER(PEEL F STICK MEMBRANE) ASPHALT SATURATED UNCTION(AT 1 100m INSULATION I STEEL STRUCTURE(SLOPED) . I6mm FIRE RETARDENT ROOF SHEATHING FOIINOAnaN wuI TmE SAVE AND vgLLEV PftOTECrION(AT PERIMETERS ArvD vuLErs) JL, ' VAPOUR RETARDER INTERIOR FINISH 38mm STEEL DECKING CEMENT PARGING(2 BLOCK COURSE) 13mm PRESSURE TREATED PLYWOOD 16mm FIRE RETARDENT ROOF SHEATHING )2 AIN CANOPY AT)R4 STEEL STRUCTURE(PAINTED) 'AMPPROOFTNG MEMBRANE ,25mm SEMI-RIGID INSULATION(BBmm IN 1001,'2'BARS) 38mm STEEL DECKING ) GE 12 5T0 - On FER TO NOTES ON 1/A3 0 INTERIOR FINISH POURED CONCRETE FOUNDAPON WALL tsanm'Z"BARS o 60omm 1 VAPOUR RETARDER(PEEL a STICK MENBRANE) _STEFl cTR11On Inc(cI OPEp— pN (( S (100mm'Z'BARS®PERIMETER) INTERIOR FINISH SEE 500 SERIES DRAWING N S N ( ! 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' A 7 1 _ I I AT02 1:501n — — I REFER TO NOTES ON 3/A302 1 Building -.� _- _I_-. 1 Imo/ A702 1:50 _-1. - -1 _-I- O - - ]2— to B ' 2 3 4 5.7 8.8 1 3600 6000 3600 4950 22511 ��,JJ��paaw Key Plan-1:500 2 1 a 3 2 0 Roof Twee - 30 0 30 0 0 0 RaaF TYPE rF'un R1 1R3O.g1 2 PLY MODIFIED BITUMEN ROOF 2.10 ROPED FIBER BOARD(IN INSULATION AS SHOWN IN ROOF"PLAN) N SERVICE 105 STOP CONCRETE BLOCK AT I I I I I I ( I I VAPOUR R�TnftDER DRAM INSULAnoN THE TOP OF THE SOFFIT STRUCTURE temm FIRE RETARDENT ROOF SHEATHING 38mm STEO-DECKING ROOF TYPE FLASHING PERIMETER)R1 R15.4 OF TYPE R1 FLA STEEL 9muCTU E(SLOPED) _ METAL FLASHING REFEfl TO NOTES ON 1/A302 I I INTERIOR FlNISH 2 PLY MODIFIED BITUMEN ROOF 40mm METAL SIDING 5 2X SLOPED FIBRE BOARD IN AREAS AS SHOWN IN ROOF PLAN) B{'' ROOF TwF R2(SL En,/ 1 /00mm MI BARS 0400mm 25mm PO ETARDYNURATE INSULATION 29 PLY MODI ED BITUMEN ROOF ASIP ALT SHINGLES MASONRY LINTEL AIRS SEMI RIGID INSULATION q VAPOUR RETARDER 2R SLOPED IBER BOARD(IN AREAS AS I ASPHALT SATURATED UNDERLAYMENT BLOCK,REINFORCE A5 AIR SPACE t6mm FIRE RETARDENT ROOF SHEATHING SHOWN IN ROOF PLAN) 2 EAVE AND VALLEY PROTECTION(AT PERIMETERS AND VALLEYS) PER STRUCTURAL _ __ AIR/VAPOUR BARRIER 38mm STEEL DECKING 100mm POL1150CYNURATE INSULATION 1 t3mm PRESSURE TREATED PLYWOOD DRAWINGS, _ 38mm STEEL DECK yM 125mm SEMI-RIGID INSULATION(88mm IN 100mm'Z"BARS) STEEL STRUCTURE 16mm FlRE , ECKING ROOF SHEATHING 103.85 OODmm 2'BARS a PERIMETER) 100mm CONCRETE 15Dmm'2'BARS o fi ERIM INSTALL 89.59.6.4 _ m DECKING . VAPOUR RETARDER(PEEL k STICK MEMBRANE) LOOSE STEEL BRICK W5 N O TS 11 3 STEEL STRU TURF(SLOPED) 16mm FIRE RETARDANT ROOF SHEATHING INTERIOR ri ISH 38mm STEEL DECKING O INTEROR FINISH UN117.,PAINTED(D/9 16mm GYPSUM BOARD 1 STEEL STRUCTURE(PAINTED) BRICK AT 1200mm 22mm METAL FURRING 0 400m o.c. skn - AFF) 260 14p I -- 2S SLSLOFED FlBERAREAS AS SHOWN IN ROOF PLAN)El 90 - 702.]0 2 PLY MODIFIED BITUMEN ROOF EXTERIOR WALL SOmm POLYISOCYNURATE INSULATION c 90mm BRICK VF_NEE I I VAPOUR RETARDER 25mm AIR SPACE -.- 100mm POURED CONCRETE 88mm SEMI RI1DD IN ULATION SAT CEILING(3 00 AFF). -' _ SAT CEIU (3000 AFF) 3Bmm STEEL DECKING AIR/VAPOUR BARRIER _ -- - \ - _ (SLOPED) STEEL STRUCTURE SLOPED m 190mm CONCRETE�0 I -- .J1;'� - I I INTERIOR FINISH 125mm POURED 2 - ALUMINUM WINDOW 90mm BRICK VENEER (INTERIOR FINISH) CONCRETE SIDEWALK AIR SPACE I�� I 2 PLY MODIFIED BITUMEN RDDF ON 50mm HIGH 25mm SEMI RIGID INSULATION I `-�� I I zx SLOPED FIBER BOARD ON AREAS SHOWN ON ROOF FLAN) IMPACT RIGID AIR/VAPOUR BARRIER / (FROM 25mm TO 0m IN 120D-WIDTH) INSULATION.CARRY 190mm CONCRETE BLOCK I I Discover Ildren' I Infor t n \ Children's Office g 25mm POLYISOCYNURATE INSULATION INTO CAS METER y ALCOVE AND SLOPE - ALUMINUM WINDOW I I I VAPOUR RETARDER \ 6m FIRE RETARDANT ROOF SHEATHING TO EXTERIOR).(MIN - Area Ll- use (' (-Point / Collecion 123 I I 3Bmm STEEL DECK 2 EXTERIOR FINISH i 1 133 --� 126 124 STEEL STRUCTURE 4 — -� REFER NO N 3/A302 I I 2�PLY MODIFIED BITUMEN ROOF 90mm BRICK VFIJEER 2%SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) L_®J ❑ 25mm AIR PACE 5o mm POL:ISOCYNURAiE INSULAIDN _88mm SEMI RICID INSULATION 98.30 VAPOUR RETARDER _ OUND FLOOR 6mm FIRE RETARDANT ROOF SHEATHING 190mm CWjI RETE BLOCK 35mm STEEL DECK .Fl STEEL 51RUCNRE (INTERIOR/ ISH) EXTERIOR FlNISH FRAME'. HOUSE I \\ / r FRAME',PAINTED RE. \ i .\ ON STEEL STRUCTURE. % I / 2 Building Section [ J A102 1:50 J Root Types // \\ //��^^,'\\\ FLOOR ASSEMBLY Fl(RII e) �,.,.t, IL�,..ax..�, H G F I D C + p 1 B BOOR FlNISH(AS SU PER FINISH SCHEDULE) Building Section VGIaII \Tl \T/ 150mm POURED CONCRETE FLOOR SLAB SOmm RIGID OU TED CON ON o VAPOUR BARRIER 6 2 ST 100%S.E Or 19mm CLEAR STONE(COMPACTED TO AT GRANULAR B TYPE t AGGREGATE TO 200mm FROM THE A3D2 7'20 I UNpER51DE OF THE INSULATION,PLACED IN MAXIMUM 250mm 4 3 2 4 +2% TYP { NI LOOSE LIFTS,ANC COMPACTED TO AT LEAST 90x S.P.p,p 2 PLY MODIFIED BITUMEN ROOF F9LIBOatioFl Wei Types SLOPED FIBER BOARD(IN Fa NDAnON wau PE AREAS AS SHOWN IN ROOF PLAN) CEMENT PARGING(2 BLOCK COURSE) I I I I 50mm POLYISOCYNURATE I I OAMPPROOFINC MEMBRANE POURED CONCRETE FOUNDATION WALL INSULATION VAPOUR RETARDER 100mm POURED CONCRETE 3Bmm STEEL DECKING INTERIOR FINISHRE(SLOPED) - 2 1 SIM REFER TO 2/A302 FOR N TES 1 102.70 I j S T CEILING(3000 AFF). I SAT CEIU (3000 AFF) Wilk---�- I F —ALUMINUM WINDOW ALUMINUM WONOOWI FLOOR FINISH(AS PER FINISH SCHEDULE) \ 15Dmm POURED CONCRETE FLOOR SLAB Collection 7 SOmm RIGID INSULATION , 1 VAPOUR BARRIER 131 ASV 200mm COURSE OF 19mm CLEAR STONE i (COMPACTED TO AT LEAST 100%S.P D.D) I � ,y Collection GRANULAR IS TYPE 1 AGGREGATE TO 200mm - "-- ___,Kdc enette Staff Room FROM THE UNDERSIDE OF THE INSULATION, 134 PLACED IN MAXIMUM 250mm LOOSE LIFTS, 127 l 125 119 120 I 9Dmm eRIC waEm AND COMPACTED TO AT LEAST 90X S.P.D.D ( r-� J 81 SSEMI'R1 D INSULATION AIR APOU BARRIER 99.30 ---MOUND FLOOR (INTERIOR ISN) WOOD AND GLASS MILLWORK SEE I \ SCREEN SEE DRAWING 500 SERFS �` I A600 FOR DETAILS DRAWINGS FOR Y// DETAILS 3 Building Si — — A302 1:50 — I 1800 1600 3600 ODO 3600 4950 2250 4 3 2 1 4 3 2 30 30 30 0 0 I I I I f I I I I O ROOF TYP'[(NECHANICA 6 j REFER TO NOTES ON 3/A302 1 4 1 2 ReWSed and Issued Feb If,2008 for Re-B/ddhr — ROOF r1`P __I_- ----_ -��- /ued for T dm- 2008 REFER TO NOTES ON 2/A302 - _______- _ I Rif b D.e pE- Date __� Prvfeet -- I Newcastle Library Tender ifCL2008-7� Lowtlon 9 m BRICK EER - 150 King Avenue 25mm AIR SP E SA7 CEILING( 0 AFF).� —���-_� SAT CEILING(3000 AFF). 8 SEMI RI D INSULA ON ---�_ AI/VAPOUR B RIER i I L78 IH5 e, Ontm/o 19 m CONCR TE BLOCK IN IOR FINIS) ��j ALUMINUM WINDOW aMnt I �..,. Municipality of Clorington in Family W/C Judy Collection Service Point I /, 109 image - 138 131 128 %P ___ Der nq I Building Sections j REFER TO NOTES ON 3/A302 90mm BRICK VENEER 1 25mm AIRSPACE 88mm SEMI RIGID INSULATION _AIR APOUR BARRIER 99.30 ROUND FLOOR (INTERIOR ISH) Dnwn by Dote \ SEE DRAWING / E.R/ddd/ I Fab GU y I1,2AOB A400 F WASHROR Ile A— I S,Pa IMI I Sopar.etle0 By DETAILS OOM �� 0633-bs036 CI;_t Pre).et 0 Dnwlnq Numbx 4 Building Section #CL200B-7 A302 1:50 , R.M.bn 06 33 2 . % 302 06 1 Shoalts and Zaback Architects Ltd. H O ASSO� 0 0 0 30 30 30 5000 225 4950 3600 6000 3600 7600 7800 YUGHT-REFER TO z Q AN BUILDNGA CTIO SD (} �{T� PRE-FINISHED METAL PRE-FINI ED �A! 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II VAPOUR BARRIER }\ :-- orage mil Collection 200rr COURSE OF 19mm CLEAR STONE (COMPACTED TO AT LEAST t00R S.P.D.0) �- ---_ J m GRANULAR IS TYPE 1 AGGREGATE / i 131 200mm FROM THE UNDERSIDE OF THE — I n IN M u NSULA LIFTS,PLACED AXMUM 250mm _ LOOSE LIFTS,AND COMPACTED TO AT - � LEAST 90%S.P.D.O. STEF1 COLUMN I GROUND FLOOR ' THROUGH ALL BOOK + ' •\ RETU OT,COORDIN TE - - _- INST DON HEIGHT WI SEE A400 SERIES I ILLWORK� \ I �I O RS RNITURE PRI R DRAWINGS FOR I SEE 500 SERIES \ / TO INSTAATION. WASHROOM DETAILS LS DETAILS FOR 1 Building SOcdon \O � - -- �. 1 0.103 1:50 � — � i I � — � - I- l z I-{ 4 +115.30 •9 4 t.GG 600 3soo 6000 3600 .50 s000 1 Key Plan-1:500 I I I I I I I 1 TWA PAITNED GYPSUM BOARD CEILING WITH RETURN AT -PLY MODIFIED BITUMEN ROOF ROOF TYPE(FLAT)RI fR]0 g BEAMS I 2R SLOPED FIBER 80ARD(IN AREAS AS SHOWN IN ROOF PLAN: 100mm POLYISOCYNURATE INSULATION VAPOUR RETARDER 38mm FIRE L DECKING ROOF SHEATHING 38mm STEEL DECKING STEEL STRUCTURE(SLOPED) INTERIOR FINISH ASPHALIS NGLES 300 00 -- _-------30 DD J BaDF TmF R2 fSLOPLI lR25.3Y ASPHPIT SATURATED UNDERLAYMENT lu. SAVE AND VALLEV PROTECTION(AT PERIMETERS AND VALLEYS) ----- ------ 22mm PRESSURE TREATED PLYWD00 125mm SEMI-RIGID INSULATION(28mm IN IOOmm'Z'BARS) POPLAR LATTICE(SEE POPLAR LATTICE(SEE 15omm'Z"BARS a c00mTI o.c. DETAIL4/A3t2) DETAIL4/A312) (IOOmm"2"BARS O PERIMETER) VAPOUR RETARDER(PEEL k SICK MEMBRANE) 76mm FIRE RETARD DECKINNT ROOF SHEATHING 38mm STEEL DECKING I WOOD CLAD BEAM, W4 � I WOOD CLAD BEAM, STEEL STRUCTURE(PAINTED) 90mm BRICK VENEER I (SIMILAR TO 3/A363) (SIMILAR TO 3/A363) I INTERIOR FINISH 25mm AIR SPACE 88mm SEMI RIGID I j,SULARON `�'�` •*�e w f`II: '"��' ` �`S � _ °��_ r _ 200E TYPE fNEC_ANicu.1 a F PLY MODIF W BITUMEN R00 Alf?/'VAPOUR BARRY R I 2R SLOPED FIBER BOARD IN AREAS AS SHOWIJ IN ROOF PLAN; 240mm CONCRETE BLOCK - - r IAPO POLn50CYNURnTE INSULATION (INTERIOR FINISH) I I I PATH WOOD PANELLING-- _ I 1 I 100mmRTEEL DECKING 38mm STEEL DECKING WALT E1 (R1f1.2) STEEL STRUCTURE(SLOPED) COOL'ASPHALT SHINGLES � `- 25mm BRIT'VENEER INTERIOR FINISH 1 I ASPHALT SATURATED UNDERLAYMENT 25mm AIRACE MAIN CANOPY(FLAT?Rd EAVE AND VALLEY PROTECTION(AT PERIMETERS AND VALLEYS) I 01x / [taa 88mm SEM RIGID INSULATION 2 PLY MODInFO BITUMEN ROOr 013 I I - / Y AIR/VAPOUR BARRIER 2x SLOPED GIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) 73mm PRESSURE TREATED PLYWOOD(WITH"H"CLIPS AT I / ISO—CO CRETE BLOCK (FROM 25mm TO anm IN t2oDmm WIDTH) Living y I 1 011,IT SPRAY FOAM INSULATION BrOW$Ing LObby Corridor 09) m I (INTERIOR NISH) 25mm PanSOCYNURATE INSULATION VAPOUR RETARDER �3ua I 70pmm"Z'BARS®600mOT o.c p / 6mm FIRE RETARDANT ROOF SHEATHING Room 739 I VAPOUR RETARDER 130 101 102 �('4loon'] I 38mm STEEL DECK 1 76mm FIRE RETARDENT ROOF SHEATHING 110 \\ _ I STEEL STRUCTURE p�tA� E%TERIOR nN SH IyFy I 1 38mm STEEL DECKING 2 PLY MODIFIED BITUMEN ROOF F 1 STEEL STRUCTURE(PAINTED) I \ NORTH CANOPY(ReT1 RS 1 REFER TO INDIES ON 1/A3031 1 22mm METAL FURRING CHANNELS®400mm o.c. �( 1,6­GYPSUM BOARD(PAINTED) I 21 113.1 170.7 \ - - I\ 2%SLOPED FIBER.BOARD(IN AREAS SHOWN ON ROOF PLAN) N 99.30 •I B_nn Pd,nSOCYNURAtE INSULATION 7y I VAPOUR RETARDER 6mm FIRE RETARDANT ROOF SHEATTIING \ I I 38mm STEEL DECK STEEL STRUCTURE E%TERIR nN15H Z Building Sqdko r__ A703 1:50 . — EXlerbr Wal Tvoes EXTERIOR Wu!_El fmA11 A B z z55,n AIR SPACE 0 0 0 30 30 30 30 BBmm SEMI RIGID INSULATION AIR/VAPOUR BARRIER 5000 2250 4950 3600 6000 3600 1600 1800 190mm CONCRETE BLOCK 'INTER:FINISH) 1 I I I I I I IXIFRIOR WALL-FIA RESERIrD 90mm BRICK VENEER I I 5mm�AIRWSA ACE E1B 240 BLOCK) R10 a1 88mm SEMI RIGID INSULATION AIR/VAPOUR BARRIER 240mm CONCRETE BLOCK a (INTERIOR FINISH) PAJTNED GYPSUM BOARD 1 IXTEAIOR WAIL-E2 lRIBBY CEILING WITH RETURN AT — AMS 25mm BRICK VENEER 25mm AIR SPACE 76mm P.T.PLYWOOD 89mm P.T.WOOD SN05 O}00mm o.c. VOID(SEE DETAILS FOR SZE) 88mm SENT RIGID INSULATION AIR/VAPOUR BARRIER 190mm CONCRETE BLOCK 30 00 IXTF]TIOP WALL-E4 WOOD CLAD BEAM, VR WI WOOD CLAD BEAM. 25mm BRICK VENEER SIMILAR TO 3/A36} 25mm NR SPACE ( ) (SIMILAR TO 3/A363) I 1 � AIR/vgPOUR BARRIER 102.70 �___ L-�?=!.� c•�i�k' ��Z,�.���_ _ .��_ _ - -'�.: -�,":�>;_� �� _ -T���Z.'-�� _ .�:.N-_ �_ � ��_�.���tv_��� ,, _ - esmm P.r woD�o smDS®}oomm a.C. _�� ._ --- STEEL STRUCTURE WeI TYOee F INTERIOR WAL W 19mm PI"WT)OD - REFER TO-N10'k QN-2/A3D3 L L `_ FIRE RETARDANT PAINT(ALL SURFACES) Gi if(\G�� O .. r O � GiB�I OfG 390mn,CONCRETE BLOCK ALUMINUM CURTAIN WALL. J —STEEL COLUMN I ( Ii i �� - i ALUMINUM CURTAIN WALL ECUIV=T THICKNESS 106mm)�2 TABLE 2.I.t 3 \ .. / 7 INTERIOR , N\ 31 I4 n,CONCRETE BLOCK SIM p 1 \ J 1p 1 REV INTERIOR WALL-wt :- Program Servic -B oW in9 L--�I l Living Roo 1 16mm GYPSUM BOARD(TYPE X') 88mm SEM RIGID INSULATION(SOUND BATT) _ y.. 92mm METAL STUDS O 400mm o.c F3oam _ 105 Oi X39 = WS N BOARD�(TYPE ) REFER Tb Fbt€�)OlJ f�q3 3 '%' 76mm GYPSU BOARD(TYPE X) 152mm METAL STUDS O 400mIn o.c 8&nm SEMI RIGID INSULATION(SOUND BAIT) 76mm GYPSUM BOARD(TYPE'X') I \ / NTERidi WAU.-WS — 22mm GYPSUM BOARD(TYPE'X') \ � -i�--� � I I I I \\ i 22mm METAL FURRING O 400 mm o.c. INTERIat GYPSUM 76mm GYPSUM BOARD TYPE'X' 64mm METAL STUDS O 400 mm o.c. 3 Building on I c > A70.3 1:50 I 26mmCRGYPSU.BOARD(TYPE'X') 92mm METAL STUDS O 400 mm c.c. VOID(SEE DETAILS) H 3D 30 90mm1 BRICK VENEEN SKYLIGHT-REFER TO 30 0 0 0 25mm AIR SPACE 1800 1600 3600 SPECIFICATIONS AND 6000 G. 4950 2 50 S.G. 115—PLYWOOD BUILDING SECTIONS 92mm METAL STUDS • VqD(SEE DETAILS) SKYLIGHT-REFER TO SPECIFICATIONS AND I I I I BUILDING SECTIONS /\ ASPHALT SHINGLE ROOF ASPHALT SHINGLE ROOF AIN CANOPY FI A EN 2 PLY MODIFIED BITUMEN ROOF 2R SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) (FROM 25mm TO Omm IN 1200mm WIDTH) PREFlNISHED METAL 1 25mm PDLYISOCYNURATE INSULATION FISHING AND DRIP I 5 VAPOUR RETARDER EDGE STEP IN ROOF 6mm FIRE RETARDANT ROOF SHEATHING 38mm STEEL DECK 2 RtI f ed and Issued FM 11,2008 STEEL STRUCTURE f Re-B/dding - -�1(iERIBR-flNtsH- 1 /slued for r e 2006 PREFlNISHED METAL FASCIA R.N.Ion Da.arlptbn Date 00 Prolsct PREFlNISHED METAL FLASHING y 102.70 ewcos e Library — _ (Tender�GY200B-7) G L ��❑ 1 �- _i -T_ Y T LAIN CANOPY(SIFFOT FINISH) Le atla T� �� I -7 � -,-+-_ 38mm CARRYING BARS 150 King Avenue BRICK VENEER BEYOND _ J�� 22mm FURRING CHANNELS - °�-- Y f 76mm PRESSURE TREATED PLYWOOD Newcvsf/q Onfor/o BLACK BUILDING PAPER(TAR PAPER)NO WRITING SHOWING LIB 1N5 / // \� / _ 1 - 19mm X i6mm DDUGlAS FlR STRAPPING O 400mm o.c. dl.nt / / \ / 1&nm x 38mm DOUGLAS FlR SLATS O SOmm a.�. Municipolity of C/orington ALUMINUM WINDOW ,/ \\ // _ // BRICK VENEER \ \ ALUMINUM WINDOW \ Vestibule \ ❑ Building Sections 100 \ LA 99.30 EXPOSED PARGED FOUNDATION WALL GROUND FLOOR ALUMINUM WINDOW P ASSEMBLY F7 fR11.41 REFER 70 NOTES ON 2/A300 GAS METER ALCOVE WITH POURED CONCRETE Drawn 6y Dvta y PAINTED STEEL LOCKABLE FOUNDATION AND FOOTING E.Rldde// I Februor 11,2008 GATE SEE d/A302 AND Fxs Nama 5upa..dvv 6uparssded By 10/A380. 6GJJ-bs0a6l 4 Building Section dint Project f O awM9 Numb.r ICL2008-7 Protect f 06 RaN.lon/ / JOJ 1.sD 33 2 /H' Shoalts and Zaback Architects Ltd. ENSURE LAP OVER ___--__ _ Information �� P, 0C ROOF TYPE 8 2 PLY MODIFIED BITUMEN ROOF ADJACENT MEMBRANES. 2 MECHANICALLY FASTENED TPO CONTINUOUS FIBRE CANT Z 2 _ Point `'ST 700 ROOF MEMBRANE(WHITE) - ----- /� .pl 6mm RETARDANT ROOF 6mm FIRE RETARDANT ROOF STRIP 700 -- __----- 126 Z O SHEATHING SHEATHING ALUMINUM WINDOW AND DOOR.TIE AIR AND VAPOUR Cn,TE 89mm WOOD JOIST FRAMING O PROVIDE CONTINUOUS SPRAY FONT 400mm 38mm x 89mm WOOD 89mm WOOD J015T FRAMING T BARRIER MEMBRANE IN FRAME AND SEAL FOAM ROPE AND -- WOOD SCREEN BEYOND $EMI-RIGID INSULATION TO FILL BLOCKING O 400mm o.c. INSUALTION AT WALL/ROOF JUNCTION, SEALANT BOTH SIDES OF HEAD,SILL AND JAMBS.ENSURE -- _ SEMI-RIGID INSULATION TO ENSURE LAP OVER ADJACENT THE DOUBLE BOTTOM MUWONS ARE CONTINUOUSLY SEAILLp, RAt Do. Is CAVITY MEMBRANES. o P 13mm WOOD SHEATHING ON 38mm x 140 mm FILL CAVITY I , - CONCRETE BLOCK BEYOND Top PLATE 13mm WOOD SHEATHING ON 3952 WOOD BLOCKING '-- -- &s• PRE-FINISH BARRIER WOOD BLOCKING BARRIER ,/ r„w.nW:"'" PRE-FINISHED METAL FLASHING 1\r \ 1,/ '-\^,�', -\i PRE-FINISHED METAL I ^k rl/ J^,X° k Y^ 1<�, I �/ y E x 8 mm`( ),,�,,,\p CERnFK:AEE OF PRACTICE N0.2438 /.„)�) y. ,1.-_ max J ) °-,r-. ,• �), / /�..); ,J / / ESSI(RE TREAT ,, FLASHING / p 4 Cotorpqul Street Salts 206 Kingetm.On[Qlo KTC tZ> / •,./ ra\\ \�i i ',/ ♦/ \ ,♦'00`., ••,/BLO LNG/ \/ \ EXTRUDED ALUMINUM THRESHOLD(BY DI COVE 10)BELOW I _ - __._ a-mau:man�aren.aom I CONTINUOUS FIBRE CANT \ \ J f // •/ E X ) (,/ BOTTOM FRAME SECTION OF WINDOW TO COVER TOP OF tel(813)541-0T6 b.(613)541-0604 STRIP I �� 4 �`: )♦ i. {- ^ ( ) 1' �_ ) ), t' ) t� T 16 PRESSOR _ _ _ \\ _ )�_ _ _ _ /_ - _ f _ E s 38mm x 3mm E ) 7, l. ) y, ). .h ), r� .\�� `.� ', ,,.� '.��.. TEATED WOOD BLOCKING FOUNDATION WALL.THRESHOLD TO BE SIZED T SUIT TH v J _' J PREFINISHED METAL n - WINDOW FRAME THRESHOLD TO BE SIMILAR TO CT-805 BY rv�dwMW e?„Ing an enp v d enn no e..e, .- .- - .._.. 38mm x 163mm PRESSURE /" I I I ctpr enan chats and awry tai dlmenalpn.me report aII TREATED WOOD BLOCKING I I DRIP FLASHING _ _ KN CROWDER d Mane to the arehftaet prior to amnmmeNg with work These draMnge are net to be eodsd My deMatbn wlU,.t written vN f the Ara 1-1,II eReI Me - f � I In Wcllon Irom the Inform Rion shown Nsx drvMnge 0 F R - (R25.3) WOOD BLOCKING IN ROOF i - ,w.P°nwlbmty of op.conirwcfar, y ASPHALT SHINGLES p0 102.90 PREFlNISHEO METAL SIDING DECK FLUTES 98.30 J ASPHALT SATURATED UNCTION(ENT -------- --- EAVE AND VALLEY PROTECTION(AT PRE-FINISHED METAL 13mm WOOD SHEATHING _ _ _ 38mm WOOD MEDIC '6. - Q Roney Engineering PERIMETERS AND VALLEYS) DRIP FLASHING ROOF DECK TRIMMER <, WOOD BLOCKY GIN 38mm SEMI RIFGID INSULATION I a ° d Structural Engineers 13mm PRESSURE TREATED PLYWOOD R 1 AIR VAPOUR BARRIER ANGLE HEAVY GAUGE GALVANIZED THROUGH WALL AND n 900 Purdy Mill,Dr Kingeton Ontario KIN 3M9 125mm SEMI-RIGID INSULATION 88mm IN ROOF DECK Fl�UTE$ / Q d a ry ( 13TIm WO D METAL SIDING 1-'IFL 13mm WOOD SHEATHING T 90 DRIP FLASHING SET IN SEALANT BEDS.LAP I roneyiiGI .et,(t)15-4,2-3092 1GOT" 'Z•BARS) 13mm WOOD SHEATHING 38X740mm WOOD FRAMING SECURED TO BLOCK STEEL BEAM ISO—"Z"BARS O 600mm o.c 38mm WOOD BLOCKING 140 ROOF DECK IMNER ON EITHER END. AIR/VAPOUR BARRIER MEMBRANE OVER AND SEAL Q Atiro Engineering (7GOmm"Y BARS O PERIMETER) 38mm SEMI RIFGID INSULATION - Q - Q VAPOUR RETARDER(PEEL&STICK AIR/VAPOUR BARRIER 248 STEEL BEAM /' FINISHED(BRIDE (� 141A Hkkean Street.Kln9eton On-14 KM 2N6 3 ANGLE � Mechanical and Electrical Engineers MEMBRANE) 13mm WOOD SHEATHING ,.> - as manopura-m9.aom.(0 813-548->440 IS—FIRE RETARDENT ROOF SHEATHING 38X140mm WOOD FRAMING SECURED TO 102.91] „ ��_ 38mm STEEL DECKING BLOCK ON EITHER END. - DAM"OfING-M,EMERANE - -- - _ 7..,IYn Engineering Inc. ASPHALT SHINGLES R STEEL STRUCTURE(PAINTED) PRE-FINISHED METAL DRIP FLASHING :, - : PREFlNISITED METAL FLASHING Civil Engineers ASPHALT SATURATED UNDERLAYMENT 22mm METAL FURRING CHANNELSS / OVER D13mm POPE 5�MIN. •P _ I' , r _ ALUMINUM WNDOW.SEAL A V BARRIER MEMBRANE ( ) �. BON 633 Na b co sane 3,gngeton,ante o K P IRB - ARGIN6 EAVE AND VALLEY PROTECTION(AT I \ FRAME AND PROVIDE CONTINUOUS SEAL.FOAM ROPE AND _ ANCHOR BOLT - yw pe.net() 73-634-92>6 Q Iaee.l ea t 6 16mm GYPSUM BOARD(PAINTED) _ -___ _. _-_____--_ ____-_- -- Al AP6L MEA/BR E PERIMETERS AND VALLEYS) SEALANT BOTH SIDES OF HEAD,SILL AND JAMBS FILL ALL _ - \ RN. AN i Ll - - -Y f STEEL COLD 13mm EXTERIOR GRADE PLYWOOD _ 13mm PRESSURE TREATED PLYWOOD VOIDS WITH LOW EXPANSION SPRAY FOAM INSULATION. �\` _ - Bemm IN tODmm"Z"BARS \ 16mm GYPSUM B D SANDED, Children`s - ' CONTINUOUS PREFINISHED 22mm FURRING ANNEL ��y ' fin- I - a d ` ° J J i• GBlteral Notes, / t 1ODmm"Z"BARS*PERIMETER METAL DRIP EDGE WITH 5 Section Detail PRIMED AN 6 IQn Mall 90 19 210 Collection 1 'i _ r 380' -R UY.4R SB 1':PPE 1 VAPOUR RETARDER PEEL&STICK (CE AND WATER SHIELD - PAINTED. , ( \ \\ A310 1:5 EXPOSED. A310 1:5 l 5 1 PLATE-0 AN56'MM t1FT5 MEMBRANE) LAPPED OVER TOP I \ \ __ \ --- [124 - - _ G�Mppy^'(Ep'T9;g�%�P/p,l�,��' ;-_ 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR t6mm FIRE RETARDENT ROOF SHEATHING - - 38mm STEEL DECKING FACE OF STUD UNLESS NOTED OTHERWISE STEEL STRUCTURE(PAINTED) PROVIDE CONTINUOUS 2. REFER TO WALT ASSEMBLY NOTES FOR ExTMIOR/INTEROR PRESSURE TREATED WOOD BLOCKING AND SPRAY FOAM 12mm PRESSURE TREATED PLYWOOD INSUALTON AT CONSTRUCTION ]. SEAL ALL AROUND PENETRATIONS THROUGH FIRE WEATHER BARRIER WALL/ROOF JUNCTION, \�, \ Z Z Z SEPARATIONS WITH ARE STOP MATERIAL.SEAL DEFLECTION oN PREFiNI$HED METAL SOFFIT ENSURE LAP OVER �, JOINT AT TOP OF FIRE sFraRAEwNS WITH ARE sroP ADJACENT MAT RIAI_. MEMBRANES. 4. REFER TO DOOR/SCREEN SCHEDULE FOR DOOR FRAME CONTINUOUS PREFINISHED /CUiZED SCREEN ELEVATIONS AND REQUIRED OPENINGS. METAL DRIP EDGE WITH ICE AND WATER SHIELD I 5. ALL CHANGES IN FLOOR FINISHES SHALL OCCUR DIRECTLY LAPPED OVER TOP BELOW CENTRE LINE OF DOOR. \\ 6. MAINTAIN ARE RATING BEHIND ALL RECESSED EQUIPMENT, PRE-FINISHED STEEL GUTTER \\ % PANELS,HEATERS ETC.LOCATED IN A ARE RATED AND RAIN WATER LEADER ASSEMBLY. / \ / >. ALL PARTITIONS TO EXTEND TO V S OF STRUCTURE COMPLETE WITH PURPOSE MADE UNLESS NOTED OTHERWISE.PROVIDE CONTINUOUS SUPPORT \ 2 PLY MODIFIED BITUMEN ROOF 2 PLY MODIFIED BITUM N ROOF PARTmON ABOVE DOORS/SCREENS OF THE SAME " 2%SLOPED FIBRE BOARD(IN 2R SLOPED FIBRE BOARD(IN AREAS AS CONSTRUCTION AS ADJACENT WALL. AREAS AS SHOWN IN ROOF PLAN) SHOWN IN ROOF PLAN) S. REFER TO ON A' nNISH SCHEDULE FOR ALL ROOM WALLS, PRE-FINISHED METAL FASCIA WITH 100mm POLYISOCYNURATE iGDmm POLYISOCYNUR TE INSULATION 5 ROOKS,AND CEILING FINISHES. /' DRIP ON ICE AND WATER SHIELD ON 5 INSULATION VAPOUR RETARDER e,m A}10 38mm PLYWOOD SECURED TO ROOF STEEL BEAM.SANDED,PRI ED AND PAIN7E0. A310 VAPOUR RETARDER 16mm FIRE RETARDENT ROOF �- 9, ALL ITEMS.ARCHITECTURAL,MECHANICAL,ELECTRICAL AND STRUCTURE I EXPOSED. 15-FIRE RETARDENT ROOF SHEATHING I ¢STEEL INCLUD uRAL,sE CO ON THIS SHAMING HE INFORMATION eE SHEATHING 38mm STEEL DECKING ROD 600 INCLUOm H THE CONTRACT. SHOULD CO THE ED FOR ON THIS DRIVING DIFFER FROM ANY OTHER DRAWNG IN I 38mm STEEL DECKING STEEL STRUCTURE(SL PED) THE SET THE ARCHITECT IS TO BE CONTACTED FOR PREFINISHED METAL FLASHING STEEL STRUCTURE(SLOPED) 6 CLARIFICATION. UNTIL A CLARIFICATION IS ISSUED THE WEATHER BARRIER WORST CASE IS TO BE ASSUEMD CORRECT(I.,.THE 12mm PRESSURE TREATED PLYWOOD A310 HEAVIEST BEAN,THE GREATER NUMBER OF LIGHTS,ETC.) 38mm PRESSURE TREATED WOOD FRAMING S ANGLE BRACES O I I 10. ARE STOP ALL PENETRATIONS THROUGH ARE sEPAaanoNs 38mm SEMI RIGS INSULATION i 700 1200-AT LOCATIONS OF (INCLUDING NON-RATED SEPARATIONS)WITH 190-PCON BARRIER ANGLE$ABOVE WINDOWS WHERE FIRE-DAMPERS,SEALANT,FIRE BATES,ETC.AS REQUIRED. 190mm CONCRETE BLOCK ANGLE IS PARALLEL TO THE (INTERIOR FINISH) ROOF PURUN. I 11. ENSURE THE CONTINUITY OF THE AIR/VAPOUR BARRIER MBRANE,TE INTO WINDOWS,CURTAIN WALL AND ROOF _ l/, / I r � ) ),�� MME SEAL AROUND ALL PENETRATIONS. l� •- '� \ y l r\ '� Y�J\y� T y 12. ALL GUARDS AND ANY ELEMENT(WMNDOWS,CURTAN WALL, PRE-FINISHED METAL FLASHING ON I I 7 �f'" ✓_ �. 'X�):Y -y Y X j; ) �`� � ) Ylff ) A' \•, \/ / \/ \/ ICE AND WATER SHIELD LAPPED INTO '�I \ , \ J \J 1 /�"./\{jyy^, r f)\ \} /, •\,, / >, \l. WALL ABOVE ON PLYWOOD SUPPORT '`ll� / / Y )- '( � WALLS.ETC.)y 04 ARE REQUIRED TO ACT AS GUARDS 13. ALL PARTITIONS ARE O TO EXTTEND TOA THE RUNDERSIDE OAS. - --------- - - - - - STEEL BEAM SANDED,PRI ED AND PAINTED. I I THE ROOF DECK ABOVE AND TO BE SOUND SEALED(FIRE EXPOSED STOPPED AT ALL RATED PARTITIONS). I I 14. ALL EXPOSEO STEEL STRUCTURE IS TO BE PRIMED AND -STEEL BEAM I � L � PAINTED. REMOVE ALL CORROSION PRIOR TO PAINTING BY GRINDER AND SANDING SMOOTH. A R ft PLAN SHOWING AL CONTRACTOR AND SHELVING I i 15 WLL BE PROVIDED TO THE CONTRACTOR FOR USE IN /' - / __ COORDINATING LOCATIONS OF FIXTURES,DEVICES AND - EQUIPMENT. ALUMINUM CURTAIN- / WALL(BEYOND) 00 -- = _ STEEL COLUMN. �I---16mm PAINTED GYPSUM BOARD SANDED.PRIMED ON 92mm STEEL STUDS(BRACED AND PAINTED. TO STRUCTURE ABOVE) -- EXPOSED. 50mm COMPASSO EDGE TRIM ALLOW CONTINUOUS GAP BETWEEN - SUSPENDED ACOUSTIC TILE BULKHEAD AND CEILING TILES ------_ CEILING WITH 100mm COMPASSO _ I EDGE TRIM ON ALL SIDES � - CO -- -- 1R ALUMINUM WINDOW FRAME SgAL A/V BARRI _ ALUMINUM NINDOW.SEAL A/V _ i6mm GYPSUM BOARD(PAINTED) _ MEMBRANE TO FRAME AND P OVDE - - BARRIER MEMBRANE TO FRAME AND -221^m-FIIRRINGUWAfIN®9'O CONRNUWS SEAL FOAM ROME AND SEALANT :. PROVIDE CONTINUOUS SEAL FOAM 41mm CARRYING CHANNELS O 1200mm Io.� BOTH SIDES OF HEAD.$ILL A D JAMBS.FILL I ROPE AND SEALANT BOTH SIDES OF LU INUM WINDOW SECURED TO STRUCTURE ABOVE ALL VOIDS WITH LOW EXPAN SPRAY FOAM HEAD,SILL AND JAMBS.FILL ALL _� BE ND) _/ INSULATION. = _ \ I VOIDS WITH LOW EXPANSION SPRAY 9 WOOD SCREEN.SEE DRAWING A600 777, Program FOAM INSULATION. FOR DETAILS + = Room I II - Chidren's I -- Colection Office - 124 i _ Information _ -- 123 EXTERIOR WALL TYPE El R 18.2 Point 90mm BRICK VENEER I _ J i I 25mm AIR SPACE - 126 BBm D SEMI-RIGID INSULATION _ AIR/VAPOUR BARRIER _ / - 190mm CONCRETE BLOCK - - -- 16mm GYPSUM BOARD(TYPE WXW)(PAINTE -- - STE COLUMN. 152mm METAL STUDS O 400 mm o.c. --- SA DED,PRIMED AN PAINTED, I� -- IX SED. j:,. -- /'• - -SC6 _. - __- - - SHIMS TO SUIT 'YP I AL WINDOW SILL SEE A500 - 3mm PREFORMED ANODIZED --� 15 DRAWINGS FOR DETAILS. _ i ALUMINUM WINDOW SILL SET ON -- l CONTINUOUS SEALANT BEAD.lilts .1 2 O _ 90mm BRICK VENEER APPUES TO ALL WINDOWS.SILL SIZE 25mm AIR SPACE TO BE COORDINATED WITH CONDITIONS THROUGH WALL RAIN WATER DISCHARGE AT EACH W1NDOW. Bemm SEMI RIGID INSULATION INSTALL WITH 2-45 DEGREE BENDS AND HEAT AIR/VAPOUR BARRIER D I - TRACE. 19omm CONCRETE BLOCK - FLOOR FINISH(AS PER FINISH SCHEDULE ROAR ASSEMBLY F7 1R FINIS i6mm GYPSUM BOARD(TYPE'X) (INTERIOR FINISH) 22mm METAL FURRING O 400 mm o.c. - AT DOOR 80mm BRICK VENEER 3 150mm POU RED CONCRETE FLOOR SLAB) l� 25mm AIR SPACE A311 5Dmm RIGID INSULATION j 88mm SEMI RIGID INSULATION I VAPOUR BARRIER ZOO-88 7 210 L ! AIR/VAPOUR BARRIER 7 7 (COMP COURSE OF 19mm CLEAR STONE A7 NINDOW (COMPACTED TO AT LEAST 100R S.P.D.D) 19Dmm CONCRETE BLOCK I FLOOR FINISH(A$PER FINISH SCHEDULE) A37D _ GRANULAR B TYPE 1 AGGREGATE TO 150mm POURED CONCRETE FLOOR SLAB I 200mm FROM THE UNDERSIDE OF THE HEAVY GAUGE GALVANIZED THROUGH WALL AND D HEAVY GAUGE GALVANIZED THROUGH WALL AND 50mm RIGID INSULATION HEAVY GAUGE GALVANIZED THROUGH WALL AND + TION.PLACED IN MAXIMUM 250mm 467 VAPOUR BARRIER LOOSE FTS,AND COMPACTED TO AT DRIP FLASHING SET IN SEALANT BEDS.LAP DRIP FLASHING SET IN SEALANT BEDS.LAP DRIP FLASHING SET IN SEALANT BEDS.LAP _ LEAST OR S.PA.D AIR/VAPOUR BARRIER OVER AND SEAL AIR/VAPOUR BARRIER OVER AND SEAL. - 16 I (I COURSE OF 19mm CLEAR STONE AIR/VAPOUR BARRIER OVER AND SEAL (COMPACTED TO AT LEAST 10118 S.P.D.D) ANODIZED ALUMINUM THRESH C/W CONTINUOUS POR UNOBSTRUCTED WEEPHOLES AT 600 mm o.c.(TYPICAL UNOBSTRUCTED NEEPHOLES AT 600 mm o.c.(TYPICAL) GRANULAR B TYPE t AGGREGATE TO UNOBSTRUCTED WEEPHOLE$A7 600 mm o.c.(TYPICAL) _ SEALANT BY DIVISION 08120 200mm FROM THE UNDERSIDE OF THE WOOD BASE(SEE A500 SERIES INSULA TION,PLACED IN MAXIMUM 250mm _ DRAWING$) ANISHED OR -SLOPE A Y FR FINISHED GRADE-SLOPE AWAY FROM I LOOSE LIFTS,AND COMPACTED TO AT FACE O BUILDING SLOPE AWAY FRO - FACE OF BUILDING(MIN.2%) BASE. 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February 11,2808 ° • I Fge Nome Superaadp Supreeded By 1 Wall Section Z Wall Section 3 Wall Section 4 Wall Section 06".-en, 4310 1:10 A310 1:10 -- A310 1:10 A3f0 1:10 OMnt Prelim III Umwing Npmbm #CL2008-7 Pr / I RL ena 1 / A,310 066 33 Shoolts and Zaback Architects Ltd. ROOF TYPE(FLAT)R1 I \o Assoo� 0 2 PLY MODIFIED BITUM ROOF CF"TE 2"SLOPED FIBRE BOARD(IN AREAS AS SHOWN IN ROOF PLAN) RAI S O.ALTfi TOO_POLYISOCYNURATE INSULATION ,` VAPOUR RETARDER Information �qu-..,39.52�••,a+° 16mm FIRE RETARDENT ROOF SHEATHING POint 38mm STEEL DECKING f26 CERTIFICATE OF PRACTICE 2438 ND. STEEL STRUCTURE(SLOPED) 4 Cotorogyl M.t gulls 206 Kingston,Ont9ria KR(1P II:mgneazeran.com O bIK613)6p-0776 e.(613)641-0804 Thin M a cvMght mewing end dmIgn and heII� be u.ea CONCRETE BLOCK BEYOND m�rltr�oaix ylep d�°decK o e�.t�H1,0 dimml�a o no eereaert e ANODIZED ALUMINUM DOOR AND FRAMING .nor. a le.lm.to the arehReet odor to e n e clog NORTH IN work Thee mewhge re n t to be ernletl.My deNatlon CANOPY f In canstructlon Tram the information Mown on then mawh9e 2 PLY MODIFIED BITUMEN ROOF Ih-t-Itten oyvroval of ae-ft-w'M.Iy the 2R SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) molt f the constructor. eepone Y o 25mm POLYISOCYNURATE INSULATION VAPOUR RETARDER Roney Engineering 6 r FIRE RETARDANT ROOF SHEATHING Structural Engineers 38mm STEEL DECK 0 T EXTRUDED ALUMINUM THRESHOLD(BY DIVISION 10)BE O 900 Purdy MNM Dr.,Khgeton On K7M 3M9 STEEL STRUCTURE I i °COOL°ASPHALT SHINGLES BOTTOM FRAME SECTION OF WINDOW TO COVER TOP C FLOOR ASSEMBLY Ft ronayyeken.net.(t)613_642-3082 42mm CARRYING BARS IJ ASPHALT'SATURATED UNDERLAYMENT FOUNDATION WALL THRESHOLD TO BE SIZED TO SUIT E SEE 4/A310 FOR NOTES 16mm PRESSURE TREATED PLYWOOD I SAVE ANd VALLEY PROTECTION(AT PRIMETERS FOUNDATION WALL THICKNESS AND LOCATION OF THE /AtlrO Engineering AIR VAPOUR BARRIER AND VAL EYS) WINDOW FRAME.TIiRESHOLD 70 BE SIMILAR TO CT-BO BY Mechanical and Electrical Engineers PREFINISHED STEEL FLASHING 13mm P SNURE TREATED PLYWOOD KN CROWDER. t41q Hickson SfreM,Kingaton Oniwlo K7K 2N6 125mm SEMI-RIGID INSULATION(B8mm IN 100mm ITIPT°Z°BARS �14 4 a a a mePO011m-eng.00m, < ets-s4a-7440 ANT _ - _ -75 - - _ - (SOOmm°Z°BARS 600mm o.c. PERIMETER) I 4 a g HEAVY GAUGE GALVANIZED THROUGH WALL AN I c cosselY. Engineering Inc.I VAPOUR ETARDR DRIP FLASHING SET IN SEALANT BEDS LAP I a Civil Engineers IIII���� 833 Noble Court,Suite 3,Kingeton,Ontario K7P 2R9 SSURE II 3Bmm S7)=ELREDECKINGT ROOF SHEATHING AIR/VAPOUR BARRIER MEMBRANE OVER AND SEAL I a a a L u G "777Tii��(((1112(2( bneetrnaaoe.nel,(q eta-s3a-9z7e J Nc Mech./ STEEL 5 UCTURE PANTED) FHtl SHED GR rDE I' 22mm TAIL FURRING CHANNELS O 400mm o.c. 152 m X 152m Ice B&C. 38mm GWSUM BOARD(PAINTED) - V ` ut Genefd Nlot� STFE' pAJAPPR00FJNG MEMBRANE _ SECTION 129 / 1�2I - PAINTED STEEL LADtvew Al a 0 I / 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR 75mm%38mm RAILS 19mm DIAMETER RUNGS / - 360 FACE of STUD UNIFSS NOTED OTHERWISE. 0 ANCHORED TO CONCRETE �•Alfj/yAPOUR MEMBRANE _ a �' 1.1 TO WALL ASSEMBLY NOTES FOR EXTERIOR INTERIOR SOmm%SOmm STEEL DECK STEEL BEAM /./ a ° c Q ' f ! ! I, CONSTRUCTION. ANGLE / / - ) - AiNSO Fi'P 1 1 -4 JOINT AT TOP OF FIRE SEPARATIONS WITH FIRE STOP BONBRAIc I ( 3. SEAL ALL AROUND PENETRATIONS THROUGH FIRE ``gg EE,, SEPARATIONS WITH FIRE STOP MATERIAL.SERI.DEFLECTION j � P�,250 MM�ll MATERIAL O,,y, i., PRESSURE TREATED WOOD / - _ - - J _ (C AC 1A TS)9✓�R 0. f 41 1 Sect all BLOCKING TO SUIT 6 Section II yy� G RE ER TO DOOR/SCREEN SCHEDULE FOR DOOR PAME '�3 SgoMl3e4all /GLAZED SCREEN ELEVATIONS AND REQUIRED OPENINGS. 5. ALL CHPNGES M BOOR FINISHES SHALL OCCUR DIRECTLY AT11 1:5 A311 1:5 'A31dr BELOW CENTRE LINE OF DOOR. 6. MAINTAIN FIRE RATING BEHIND ALL RECESSED EQUIPMENT, PANEILE.HEATERS ETC.LOCATED IN A FIRE RATED ASSEMBLY. 7. ALL PARTITIONS TO EXTEND TO U/S OF STRUCTURE 11 " UNLESS NOTED OTHERWISE PROVIDE CONTINUOUS PARTITION ABOVE DOORS/SCREENS OF THE SAME 7 CONSTRUCTION AS ADIACENT WALL li M11 B. REFER i0 ROOM FINISH SCHEDULE FOR ALL ROOM WALLS, —PR FINISHED STEEL CUTTER FLOORS,AND CEILING FINISHES. \ —ME AND RAIN WATER LEADER. COLD FORMED DOUBLE GLAZED COMPLETE WITH PURPOSE 9. ALL ITEMS,ARCHITECTURAL,MECHANICAL,ELECTRICAL AND SKYLIGHT c/w NO FROST FRAME AND - MADE SUPPORT. STRUCTURAL.SHOWN ON THIS DRAWING ARE TO RE CONTINUOUS CONDENSATION GUTTER INCLUDED IN THE CONTRACT SHOULD THE INFORMATION OUTER GLAZING TO BE HIGH IMPACT ON THIS DRAWING DIFFER FROM ANY OTHER DRAWING IN THE SET THE ARCHITECT IS TO BE CONTACTED FOR ACRYLIC BRONZE INNER GLAZING TO CLARIFICATION. UNTIL A CLARIFICATION IS ISSUED THE BE CLEAR HIGH IMPACT ACRYLIC. WORST CASE IS TO BE ASSUEMD CORRECT(I.,.ME REFER TO SPECIFICATION I HEAWEST BEAM,ME GREATER NUMBER OF UGHTS,ETC.) 1200 1133 1133 1133 10. FIRE STOP ALL PENETRATIONS THROUGH FIRE SEPARATIONS (INCLUDING NpR—RATED SEPARATIONS)WIM j FIRE—DAMPERS.SEALANT,FIRE BATTS,ETC.AS REQUIRED. ED 11. ENSURE ME CONTINUITY OF ME AIR/VAPOUR BARRIER D. MEMBRANE,TEN IE INTO WINDOWS,CURTAIN WALL AND ROOF MEMBRANE. SEAL AROUND ALL PENETRATIONS. 12 WALLS,ETC.)AMICHNARE REQUIRED TO WINDOWS,T CURTAIN AS GUARDS LL ARE TO BE OE9GNED TO SUPPORT ALL REQUIRED LOADS. SKYLIGHT FRAME WITH INTEGRAL / - CONDENSAFRA GUTTER _ __ __ _______ ___— _ _ -_ _ _ _ ____ 13. AL L ARE TO EXTEND TO ME UNDERSIDE OF - STOPPED ATTEA-RATED PARTITIONS). SEALED(FIRE f 152 STEEL W SECTION 1 t4. ALL EXPOSED STEEL STRUCTURE 15 TO BE PRIMED AND CORNER BEAD ROOF TYPE(Fl R PAINTED- REMOVE ALL CORROSION SMOOTH. PRIOR TO PAINTING BY _----2-PL-Y-MBBIFIE9-"BIiHMEN RBOF 2%SLOPED FIBRE BOARD(IN AREA$ I 111. ARFLOOR PLANSSNOWING ALL FURNITURE AND SHELMNG SHOWN IN ROOF PLAN) 16 2 WILL eE PROMED TO THE CONTRACTOR FOR USE IN 16mm W.R.GYPSUM BOARD T-100mm POLYISOCYNURATE INSULATION COORDINATING LOCATIONS OF Fl TURES ECICES AND (PAINTED) 16mmFl EIRE ARGENT ROOF SHEATHI G 6m SUM BOARD -- - EQUIPMENT.MAIN CANOPY(FLAT)R4 38mm STEEL DECKING TAL STUDS _-- ----- 2 PLY MODIFIED BITUMEN ROOF S EL STRUCTURE(SLOPED) - 2E SLOPED FIBER BOARD(IN AREAS SHO ON ROOF PLAN) __ (FROM 25mm TO Omm IN 1200mm WIDTH) 25mm P5 INSULATION VAPOUR RETARDER I 76 w F� 6mm FIRE RETARDANT ROOF SHEATHING 89 - -- - 3zm STEEL DECK STEEL STRUCTNRE it, 6mm PRESSURE TREATED PLYWOOD P NO 6m SUM BOARD X 76mm CEDAR STRAPPING O 40 i1 mmK X 38m1 mG CED R SLAT$O Om In o. ITING SHOWING _ 2 STUD o.c. WOOD BLOCKING of j I 6m YWOOD =_ 60 0 ALUMINUM CLAD WOOD WINDOW.SEAL '�e 152mm%152mm HD W 364 44 641 76mm%76mm STEEL------,,-, STEEL SECTION I B mm%38mm WOOD 5 D AIR/VAPOUR NU 1 mm GYPSUM BOARD FRAME AND PROVIDE CONTINUOUS ANGLE SEAL FOAM ROPE(SEALANT BOTH TO J -_-- SIDES OF HEAD,SILL AND JAMBS. FILL ALL VOID$WITH LOW E%PANSION MULLION ANCHOR SLOTTED FOR _ SPRAY FOAM INSULATION. HORIZONTAL MOVEMENT STEEL BE 16 ITT 41-GYPSUM BOAR - 41mm METAL STUD I SUSPENDED CEILING -- �. = 3mm ALUMINUM WINDOW SILL BY MAIN CANOPY(FLAT)R4 38mm GYPSUM BOARD _ __- I _ 2 PLY MODIFIED BITUMEN ROOF ___ / ALUMINUM WINDOW SUPPLIER 22mm FURRING 2%SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) WOOD SILL SEE TYPICAL DE L N -- 41mm METAL STU DS SUSPENDED _"_ PAINTED GYPSUM BORD BULKHEAD FROM STRUCTURE ABOVE _ (FROM 25mm TO Omm IN 1200mm WIDTH) 500 SERIES DRAWINGS ABOVE ACT CEILING.SET BACK - 25mm POLYISOCYNURATE INSULATION / FROM COMPASSO EDGE BY 150mm. _ VAPOUR RETARDER 6mm FIRE RETARDANT ROOF SHEATHING,\•," 3Bmm STEEL DECK VBBtIbUIe - _-- STEEL STRUCTURE - Copier f1� 38mm CARRYING BARS \ - 141 --- 76mm PRESSURE TREATED PLYWOOD - - -- BLACK BUILDING PAPER(TAR PAPER)NO WRITING SHOWING - 19-X 76mm CEDAR STRAPPING O 400mm o _ _-----_- 18mm X 38mm CEDAR SLATS O 50mm o.c. c ; 50 IT,COMPASSO EDGE --"-- ( - 1 -- C NCRETE BLOCK BEIM ALUMINUM CURTAIN WALL SEAL A/V BARRIER . _"-_-_-- MEMBRANE TO FRAME AND PROVIDE 4 Section Detail Section Detail - CONTINUOUS SEAL,FOAM ROPE AND SEALANT \. BOTH SIDES OF HEAD,SILL AND JAMBS.FILL l311 1:10 f371 1;5 ALL VOIDS WITH LOW EXPANSION SPRAY FOAM ------ INSULATION. L b y I Vestibule I -- -- rn : .''- ASPHALT SHINGLES I �` ASPHALT SATURATED UNDERLAYMENT - I / EAVE AND VALLEY PROTECTION(AT PERIMETERS AND VALLEYS) - /\\ 1Jmm PRESSURE TREATED PLYWOOD 25mm AIR SPACE El 125mm SEMI-RIGID INSULATION(88mm IN t00mm°Z°BARS) 90mm BRICK VENEER 150mm'Z"BARS O 6DOmm o.c. (100mm°Z°BARS O PERIMETER) BE-SEMI RIGID INSULATION 190mm CONCRETE BLOCK \ VAPOUR RETARDER � AIR/VAPOUR BARRIR 38mm FIRE L DECKING ROOF SHEATHING / 3Bmm STEEL DECKING �'�.�' _" (INTERIOR FINISH) / STEEL STRUCTURE(PAINTED) ISH(AS PER FIN( ALUMINUM CLAD WOOD WIND D / 64mm CARRYING CHANNELS CH U ) DOOR FRAMING BEYOND. WINDOW - 22mm METAL FURRING CHANNELS 5 OURED CONCRETE SCHEDULE A250. 16mm GYPSUM BOARD(PAINTED) N ATION 260 140 D INSULATION 2 AP m BARRIER SE PR-FINISHED STEEL m OUREE OF 19mm _ GUTTER AND RAIN WA ONE(COMPACTED WATER - FIBREBOARD EXPANSION E ANS ON LEADER.COMPLETE WITH 0 T AST 100E S.P.O.D j PURPOSE MADE SUPPORTS, UL IS TYPE 1 G EG TO 200mm R E UN SIDE OF THE r ...'. STEEL BEAM N PLACED IN FLOOR MAT - OAX MU 250mm LOOSE DEPRESS CONCRETE FOR RE POURED AND SUSPENDED CONCRETE SANDED, PRE-FINISHED METAL DRIP CANOPY(FAT)R4 D COMPACTED SLAB SIDEWALK PRIMED AND / FLASHING 2 PLY MODIFIED BITUMEN ROOF 90R S.P.D.D 102mm CONCRETE SLAB ON GRADE, PAINTED. 211 SLOPED FIBER BOARD(IN AREAS SHOWN ON - 150mm COMPRESSED GRANULAR'A' EXPOSED. PRE-FINISHED METAL FLASHING WITH DRIP ON WEATHER ROOF PLAN) COMPRESSED GRANULAR B' BARRIER ON PRESSURE TREATED PLYWOOD,38mm P.T. (ROM 25mm TO Omm IN 1200mm WDTH) - WOOD FRAMING WITH 38mm SEMI-RIGID INSULATION ON AIR ROOF TYPE(FLAT) 25mm POLYISOCYNURATE INSULATION °w• ° °n " - /VAPOUR BARRIER(TIED INTO WINDOW FRAME)ON 12mm 2 PLY MODIFIED BITUMEN ROOF VAPOUR RETARDER PLYWOOD AND 38%140mm WOOD FRAMING CARRIED ON 50mm RIGID INSULATION 6mm FIRE RETARDANT ROOF SHEATHING `- 76%76X8 STEEL ANGLE HUNG FROM STRUCTURE AND METAL DECKING 3&nm STEEL DECK a ,°'� 4 - a .380 /'-r ,(-z1r•-`' C "jw f vLf-( "�1'�1;'.��{r A� -�_y CONCRETE BLOCK. STEEL STRUCTURE STEEL STRUCTURE WOOD BLOCKING TO SUIT 38mm CARRYING BARS a 13mm EXTERIOR GRADE PLYWOOD 22mm FURRING CHANNELS , AJR/VAPOUR BARRIER 16mm PRESSURE TREATED PLYWOOD ALUMINUM CURTAIN WALL.SEAL A/V BARRIER PRE FINISHED METAL FLASHING BLACK BUILDING PAPER(TAR PAPER)NO WRITING - SHOWINC .r-':?.�- ,.�', + -�• Ij1.£j..f'J -{',);�:1.->' Xf ,�.,J`i.J�.��.t.�$� - ,r r �'.t.i1".l fi -:..:-i /1.I(..�k.2- - ?..:f ..._ p T' .fT JT J:�y'T':Y MEMBRANE TO FRAME AND PROVIDE CONTINUOUS SEAL Gn > '-`r, FOAM ROPE AND SEALANT BOTH SIDES OF HEAD,SILL 19mm%76mm CEDAR STRAPPING O o.c. o.c. - _ AND JAMBS.FILL ALL VOIDS WITH LOW EXPANSION 18mm%38mm CEDAR SLATS O SOmm o.c. (.i 5 SPRAY FOAM INSULATION. 2 kr Red B/dd 1 ued Feb 11,2078 'v N L14R'. E)3 DeecHptlon Date d,•.. t ;'1 - 1 ) J 1 d _ ) C l ( 1 2 J - 1 /saved 10l TBndm- 2008 CONTINUOUS FIBER CAN STRIP 152mm STFJ:T,W SECTION i c $rte coLU ° ��/"� r T {�1� 'f�aO B T6 sef i A� a / ry 1 a51`:,_J / - J t SANDED,PRI 38mm X 184mm PRESSURE ` - Y,A y `Y,7 ': l - ( Pro ENDPAINTED, TREATED WOOD BLOCKING NBWCOSt/E �%�7r0/ (Tender ¢CL2008-7) WRAP AIR/VAPOUR J TIN AND 190mm POURED CONCRETE ) E- RP1� f 4 J -)Y �' t j 7 Y 1 BARRIER UP FACE OF m I I ND TON FOUNDATION.REFER TO STRUCTURAL "T'r _� I r - Locotlm CANOPY ' ry DRAWINGS FOR FOOTING AND 1 50 ITT.50mm STEEL FOUNDATI ON DETAILS \/ 150 King Avenue DECK ANGLE Y I nua}-TA� H�AHRIF,R` � 1 -( r( ua 1Hs �r PRE-FINISHED METAL [ 10 yn 1 STEEL BEAM Pr fltn - - __DRIOFIACUNG_ F()A .Aii017gIdNFTA1DONt �" a ;'Ir f ,'_`t f��7 j � y aMunicipolity of CloFington SANDED.PR i "�i 9 '1 i r J r s 7 I 1.r .I` • i J7' I YS7,p(t�.� YTi�.) AN OSEO AND TI0 R [ 136 l 4mm X Bmm W000 t '. "/ 900D CLAD BLOCKING TO SUIT f i 'D and Details SEE DETAIL 1 y J 1 e r !r . � a P a z .T � Wall Sections 4/A363) 38mm EXTERIOR GRADE -_ 1 ('- - PLYWOOD f ) r e2 DER, DFebnwY 17,2008 400 0 - S Wall Section z Wall Section 0533-dna7 Ai11 1:5 I R.Nom. I supt+seden I suven.dsd By A311 3:3D XL2008-7 Drowin9 Number 0633 I 2.—, I A 311 Shoaits and Zaback Architects Ltd. ASPHALT SHINGLES 2 •( O ASPHALT SATURATED UNDERLAYMENT 0 CH.TE EAVE AND VALLEY PROTECTION(AT PERIMETERS AND \ —� VALLEYS) 1 \. \\ {;AT 5!O,'llT5 73mm PRESSURE TREATED PLYWOOD I \ `9 f 1•11'1=t -- ---_ - -- Shoalts and Zaback Architects Ltd. E G p h�4�o A SOC rS� RODE TYPE OVERHANG /0 MECHANICALLY FASTENED TPO ROOF MECHANICALLY FA 9jELD TPO ROOF MEMBRANE(WHITE) cHITE MEMBRANE(WHITE) 2X SLOPED FIBRE BOARD(IN AREAS AS SHOWN IN ROOF PLAN) 6mm FIRE RETARDANT ROOF SHEATHING 100mm POLYISOCYNURATE INSULATION 89mm WOOD MST FRAMING®400m o VAPOUR RETARDER + 5..0.1L15 SEMI-RIGID INSULATION TO FILL CAVITY 16mm FIRE RETARDENT ROOF SHEATHING 13mm WOOD SHEATHING ON WOOD 38mm STEEL DECKING4 3952 BLOCKING AIR/VAPOUR BARRIER STEEL STRUCTURE(SLOPED) PRE-FINISHED METAL FLASHING � 38mm x 184mm PRESSURE CERTIFICATE OF PRACTICE NO.2436 38mm%64mm TREl is TREATED WOOD BLOCKING 4 Cot,"W Street Sdte 206 Kin9•ton,Ontorlo K7K 1Z] aH:mgga•zomtl.com MEMBER a 200mm CONITNUOUS FIBRE CANT td(613)541-07]6 fax(613)541-0604 NTH PRE-FINISHED TEFL STRIP CAP FLASHING ma I aPPNkht d.awing a Ittm anti ehon not be wed, 38­x 140mm DOUBLE rpn•EMCed 6H, wlMoulnwrltt11 Permlwion.The 1100 onwom.Sao weal anti Ky II dlmen•Iwe gnd rport all TOP PLATE ona oml•siens to<n�o�nliect Prior to c a,chg Tien work mesa arming.o not to ba ecWed,My deWatlon in 38mm 89mm PRESSURE on.en,otlon from the hformouon anoe„on tease dre .,e 600 500 500 300 TREATED WOOD BLOCKING wifh.t written ePPreV)of the Aranneet le aday the ruponaibgity of the Conatruotor. ---- -- ------------------------------ 01 Roney Engineerinsl 235mm x 38mm I I I goo Purdy Mln•m.,ana•ten omm�e KTA 3Mg ill PRESSURE TREATED I Structural Engineers 111 I T I:! I I I I ____-F 7 T_l'\ I' roney911KOSnat,(t)61}542-3092 Atira Enaineerina WOOD BLOCKING "' _A HCnoOrloS—td u.eo0,H,io Engineers J I mailttatho-ang.cem,(t)673-548-7440 Josselvn Enaineerina Inc. 702.90 -__ — GALVANIZED STEEL OUTRIGGER.SEE STRUCTURAL Civil Engineers — — _ 833 Norr1•Court,Suita 3,Klnq•fon,Onlorio K]P 2R9 PRE-FINISHED DRIP JouMyeYkeanet,(t)613-83a-g2]6 PRE-FINISHED STEEL FLASHING 64 16 \ FLASHING WITH DRIPIOVER R 7 -- ENTIRE SURFACE By ClefleT'd NOie6 i6 \ PREFlNISHED NETAL SIDING — 92 SECTION 07620 13mm WOOD SHEATHING _ _ _ TE BEAM.SEE 16mm GYPSUM $ SAT CEILING(3000 A.F-F.) WOOD BLOCKING — TR CTURAL DRAWINGS- BOARD(TYPE Y) m CEDAR TREWS AIR/VAPOUR BARRIER 64mm METAL STUDS N 2464 1. ALL DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR \\ 13mm WOOD SHEATHING ®400 mm MACE OF STUD UNLESS NOTED OTHERWISE. ALUMINUM CURTAINWALL FRAM NO 2. REFER TO WALL ASSEMBLY NOTES FOR EXTERIOR/INTERIOR PRE-FINISHED DRIP _ _ coNSTRUCnoN. FLASHING 313 622 1220 622 3. SEAL ALL AROUND PENETRATIONS THROUGH FIRE ALUMINUM WINDOW FRAME. _ LL SEPARATIONS WrtH FIRE STOP MATERIAL,SEAL DEFLECTION A/V BARRIER MEMBRANE TO _- -'" - 60 JOINNT,ATT TOP OF FIRE SEPARATIONS WITH FIRE STOP FRAME AND PROVIDE CONTINUOUS m a SEAL FOAM ROPE AND SEA T _- � °0 4. REFER TO DOUR/SCREEN SCHEDULE FOR DOOR FRAME BOTH SIDES OF HEAD,SILL AND /GLIZED SCREEN ELEVATIONS AND REOUIFED OPENINGS, PRIMED AND PAIN D ,41 EXPOSE FILL ALL VOIDS WITH W wl 5, ALL CHANGES IN FLOOR FINISHES SHALL OCCUR DIRECTLY \\ EXPANSION SPRAY FOAM _ - o r INSULATION. _ BELOW CENTRE LINE OF p00R. PRE- ISHED MET FLASHING \ - -- - - 6 �E 6N RATING INRACFREE RATEDIPMENT, N a u) AIR OUR BARRI -_ --- _ � � � � � E LY. AIR T GRADE FISSURE TREATED PL D \ \ / ^ - 152m METAL STU a BOO—O.C. \ j - __ OS 750 LL 12 255 1. ALL PARnTIONS To EXTEND TO U OF STRUCTURE 92m ETAL STUD BUD—O.C. \\ UNLESS NOTED OTHERWISE.PROVIDE CONTINUOUS ¢ PARTITION ABOVE DOORS ADMA /SCREENS OF THE SAME 16m YPSUM 80 (PAINTED) _ -. S. REFER TO C ROOM FINISH CSCHEDULE FOR ALL ROOM WALLS, PRE-FINISHED METAL - - ' DRIP FLASHING _ '. aooRS,AND cEIUNC FINISHES. N 9. ALL TENS.ARCH TECTURA-MECHANICAL,ELECTRICAL AND STRUCTURAL,SHOWN TR THIS DRAWING ARE F BE _ 1 INCLUDED IN THE SHOWN ON GT. SHOULD THE INFORMATION MN.SANDED, A/�( ON THIS DR—C DIFFER FROM ANY OTHER DRAWNG IN M. ED AN PAINTED- THE SET THE ARCHITECT IS TO BE CONTACTED FOR \ E OSE Study Collection CLARIFICATION UNTIL A CLARInGATION IS ISSUED THE MRST CASE IS TO BE ASSUEMD CORRECT(e.THE -- _ -- 6 -I 134 HEAVIEST BEAM,THE GREATER NUMBER OF LIGHTS.ETC.) Wall Section 10. FIRE STOP ALL PENETRATIONS THRWGH FIRE SEPARATIONS \ \ A313 1:10 =_= --_ _-- = I -' INC DDING NON-RATED SAM,O ETC AS REQUIRED. STRU T)!RE BEYO D; \ 11. ENSURE THE CONTINUITY OF THE AIR/VAPOUR BARRIER \\ MEMBRANE,TIE INTO M 0..,CURTAIN WALL AND ROOF MEMBRANE. SEAL AROUND ALL PENETRATIONS. \\ ROOF TYPE rFLAn 1 I 12. ALL GUARDS AND ANY ELEMENT(MHNDOWS.CURTAIN W I_, / MECHANICALLY FASTENED TPO ROOF MEMBRANE I I iB WALLS,ETC.)WHICH ARE REQUIRED TO ACT AS GUARDS (WHITE) I ARE TO BE DESIGNED TO SUPPORT ALL REQUIRED LOADS. 2X SLOPED FIBRE BOARD(IN AREAS AS SHOWN I I 13, ALL PARTTONS ARE TO EXTEND TO THE UNDERSIDE OF IN ROOF PLAN) THE ROOF DECK ABOVE AND TO BE SOUND SEALED(FIRE 1DDmm POLYISOCYNURATE INSULATION VAPOUR RETARDER STOPPED AT ALL RATED PARTITONS). - )6mm FIRE RETARDENT ROOF SHEATHING 140mm x 38mm DOUBLE TOP PLATE NORTH CANOPY(FLAT)R5 i4. ALL EXPO ED STEEL STRUCTURE IS To BE PRIMED AND % EXTERIOR W 1 1 38mm STEEL DECKING 2 PLY MODIFIED BITUMEN ROOF PaNTEO. REMOVE ALL CORROSION PRIOR TO PAINTING BY ' 90 Im BRICK VENEER STEEL STRUCTURE(SLOPED) 2X SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) GRINDER AND SANDING SMOOTH, 25mm AIR SPACE 50mm POLYISOCYNURATE INSULATION 15. A BOOR PLAN SHOMNG ALL NRNITURE AND SHELVING 88mm SEMI RIGID INSULATION 704 VAPOUR RETARDER Yv1LL BE PROVIDED TOG CONTRACTOR FOR USE IN \ \: AIR/VAPOUR BARRIER 6mm FIRE RETARDANT ROOF SHEATHING COORDINATNG LOCATIONS OF-TURES,DEICES AND 190mm CONCRETE BLOCK 38mm STEEL DECK EOUIPMENT. \\ (INTERIOR FINISH) 3Bmm x 89mm WOOD BLOCKING STEEL STRUCTURE EXTERIOR FINISH 50mm X SO—STEEL DECK ANGLE 7Ii \ / I I 184mm%)38mm P T.WOOD STEEL(TEAM.SAND \\` '\ 140 12 i PRIM HAND PAIN \\ 1 BLOCKING EXPO Lx Walt A313 1:5 \ \ 76mm x 76m STEEL A GLE 1 \; T---STIEL WOOD BLOCKING TO SUIT _ 1 90mm BRICK VENEER \ PRERNISHED ETAL SDIN PRE-FINISHED METAL DRIP FLASHING PRE-FINISHED METAL DRIP 25mm AIR SPACE COLUMN BEYOND \ \ FLASHING 25mm SEMI RIGID INSULATION 33mm WOOD HEATNINC \ WOOD BLOCKI G . \ -.. NR4APOUR ARRIE R,- : A AIR/VAPOUR BARRIER X90 5 � D 270 - - '- - - - -- WOOD HEATHING �-L LUMINUM WINDOW.SEAL A/V BARRIER 190mm CONCRETE BLOCK \ \(INTERIOR FINISH) WINDOW BEYOND UM CU TAINWALL PINNING I MEMBRANE TO FRAME AND PROVIDE CONTINUOUS SEAL FOAM ROPE AND PRE-FINISHED METAL THROUGH WALL FLASHING,SET IN \ \ STEEL B M. ANDED,P SEALANT BOTH SIDES OF HEAD,SILL AND AND PAIN EXPOSED. JAMBS.FILL ALL VOIDS WITH LOW SEALANT BEDS AND LAP BACK TO BACK STEEL I.. - - - -- - - -- - -- - - - - - -- -- - - EXPANSION SPRAY FOAM INSULATION. AIR/VAPOUR BARRIER \ ANGLES MEMBRANE OVFR AND SEAL STEEL PC .SANDED, IMED D PAINTED.EXPOSED. VENT - -: - - - .._-.. -. \\ I I TYPICAL HEAD JAMB,SEE A500 I SERIES DRAWINGS I Section Detail m> I E 4. PRE-FINISHED S — A311 GUTTER AND RAIN WATER LEADER. COMPLETE MADE PURPOSE MADE SUPPORT. -� ALUMINUM WINDOW.SEAL A/V / 2 PLY MODIFIED BITUMEN ROOF _ BARRIER MEMBRANE TO FRAME I / I 2%SLOPED FIBER BOARD(IN AREAS AS AND PROVIDE CONTINUOUS I SHOWN IN ROOF PLAN) VAPOUR RETARDER SEAL FOAM ROPE AND mm L _ SEALANT BATH SIDES OF HEAD, SILL AND JAMBS.FILL ALL 3Bmm FIRE RETARDENT ROOF SHEATHING VOIDS WITH LOW EXPANSION I I 38mm STEEL DECKING SPRAY FOAM INSULATION. STEEL STRUCTURE(SLOPED) INTERIOR FINISH PRE-FINISHED METAL SILL Discovery Area 11111 11�110 111 11111 Ll 1 1-11 F1 I °o T: � 102.90 MECHANICALLY FASTENED iP0 ROOF 2 Ret{sed and/slued Feb 11,2008 i MEMBRANE(WHITE) for RrB/dd'ng '. . 2%SLOPED FIBRE BOARD(IN AREAS AS 1357 —� SHOWN IN ROOF PLAN) 1 ed for T d ZOOS `.� 100mm POLYISOCYNURATE INSULATION R4MNon Daecrptbn Dale / I VAPATHING RETARDER Newcastle Library OOmm WOOD BASE TYPICAL IS—FIRE RETARDENT ROOF E STEEL DECKING DEFIED CONCRETE SLAB \ I (Tender,¢'CL2008-7) THROUGH WALL FLASHING oa c \\ ' PRIMED AND PAINTED. L000flon g — I EXPOSED. NS-WI.,Clt Avenue STEEL BEAM.SANDED, WEEPER / - l6mm GYPSUM BOARD 16mm GYPSUM BOARD(TYPE'X) 22mm FURRING CHANN S I STEEL COLUMN, aL118 1R8 92mm METAL STUDS O 400 m o.c. 92mm METAL STUDS a I SANDED,PRIMED AND Municipality of Clarington 90 100 190 VOID 400 mm O c � 2 I � PAINTED.EXPOSED. Orcchg Wall Sections and Details 1Z A3 1. 2089 \ 1 1p \ ^ $ Dr by Date O v /� O a Study o � Collection � February 11,ZOOS 2 Wall/Window Section S a on v �\ w 6 Ceiling Detail ® X33 A31J aae,ea.e sMrenedaa By A313 1:5 A313 1:5 O O A313 1:10 mane ProTeet 1 Drawing NMmber 0 o XL2008-7 0633 12•Ten A J/q ,3 Shoalts and Zaback Architects Ltd. 5 o ASsoc 'COOL'ASPHALT SHINGLES Q� !TA ASPHALT SATURATED UNDERLAYMENT P EAVE AND VALLEY PROTECTION(AT ROOF TYPE R 5.3 H PERIMETERS AND VALLEYS) ASPHALT SATRATED UNDERLAYMENT A 'Q CH1TE 73mm PRESSURE TREATED PLYWOOD P.T.WOOD FRAMING 125mm SEMI-RIGID INSULATION(88mm IN EAVE AND VALLEY PROTECTION(AT PERIMETERS INSULATION 100mm"Z'BARS) AND VALLEYS) pp, S!OAlTS 73mm WOOD SHEATHING 150mm"Z"BAR$O 600mm o. 13mm PRESSURE TREATED PLYWOOD ":� AIR/VAPOUR BARRIER (100mm"Z"BARS®PERIMETER) 125mm SEMI-RIGID INSULATION(88mm IN 100mm 900 3952 PRE-FINISHED METAL 'Z"BARS) '�`^''•'��•.'•°' FLASHING 76mm FIRE RETARD ROOF SHEATHING 150mm"Z"BARS O 600mm o.c. ROOF CERTIFICATE OF PRACTCE NO.2438 38mm STEEL DECKING (100mm"Z"BARS a PERIMETER) I ! ASPHALT SINGLES �' 38 IT x 89mm WOOgcJ015T ASPHALTS TURATED UNDERLAYMETIT STEEL STRUCTURE(PAINTED) VAPOUR RETARDER I {Cataropui Strsel Salle 208 Kingaton.OntaHO K7K 1Y7 76mm x 76mm STEEL 22mm METAL FURRING CHANNELS® 16mm FIRE RETARDENT ROOF SHEATHING 1 JI FRAMING 6 400mm EAVE AND ALLEY PROTECTION AT PERIMETERS AND VALLEYS) .- e:minesxalgh.clm DECK ANGLE 1350 400mm oc 38mm STEEL DECKING III III 1 I! III I IIII tl III li IIII. II ,III ( INSULATION ( tw(61 J)5a1-0776 1`1x(613)541-080{ TO FACE OF STEEL P.T.WOOD BLOCKING STEEL STRUCTURE PAINTED 13mm WOOD SHEATHING 73mm PRE LIRE TREATED PLYWOOD 16mm GYPSUM BOARD PAINTED (PAINTED) PR ED METAL 125m RIGID INSULAR ( mm IN 100mm Z BARS) Tnl..W.a m,�F:.1t dmwlknilq a del Iln-d .II not be used. INSULATION 64mm FURRING CHANNELS F SHIT 50 m SENIIBA ON B 73mm WOOD SHEATHING 22mm METAL FURRING CHANNELS - - - - :. !/ LA mm R$a 600mm o. c�wbvcim°hall anvil analYwTry mi ememsllne�e'r.p1rt 1u ! III I /�,.\\ ..' YJ�. V)'-�.!x�i�t..!�.,'� E F SH (t00mm'ZI'BARS®PERIMETER)8 .role one Iplan.to Na orahle�t Prlar ko aamm.nling AIR/VAPOUR BARRIER ( 11 1 76mm GYPSUM BOARD(PAINTED) _ (` 76mmIx 76mm STEEL wIM wank.Theta arv.ln n1k m be°cm°a.An dMaeon Y VAPOUR R ARDER PEEL 8 $ CK MEMBRANE y PRE-FINISHED METAL / ( ) In wn.wetlan rrom eh.miom,aemn.Hawn eha.e dewm FLASHING DECK ANGLE wkheut wrkta.lh.C f the Arehkect V eol°ly the 9+ <N _ PRE-FINISHED 3�m SRE REDTARDNGT ROOF SHEATHING ,.,panemoky 11`me can.i�.aeor. f) DECK ANGLE m S EL FEASHIH6IP 22mm METAL MFURRING CHANNELS Roney Enaineerina PRE-FINISHED - \ 38mm 260mm goo Pura Mxl.Dr.,NN9elw Ontmll K7N 3Ng 7350 76mm GYPSUM BOARD(PAINTED) TO FACE OF STEEL Structural Engineers GALVANIZED STEEL 9 OUTRIGGERS PRESSURE TREATED _ _ y METAL DRIP -- I / -y raneyI ...e4(G eta 542-3W2 HOOD BLOCKING S X)�(j I p',l ), i)I;l,(%� ?''- FI_ASHINC I III ; ` I ! ( !I Atira Engineering 38mm x 260mm CARRY INSULATION TO- - I i t I PRESSURE TREATED ROOF LEVEL I ! I I I II i I IIII IIII III ! 76mm x 76mm STEEL DECK Mechanical and Electrical Engineers WOOD BLOCKING N PRE-FINISHED ' ''!I I III I'I 1 I ANGLE AND GALVANIZED 1N11 wdlwn S-H. Kln9etan Ontakl K7K 2N6 METAL DRIP III manwua-eaq wet.(U 613-s.e->uo STEEL OUTRIGGERS FLASHING PRE-FlNISHED METAL �. I / - '/ / 38 mm x WOOD PRESSURE Jail Engineer Enaineerina Inc. DRIP FLASHING / T SHINGLES TREATED WOOD BLOCKING Civil Engineers PRE-FINISHED ASIP SATURATED UNDERLAYMENT REVEAL AT TOP 633 Norte Court,Sulte a Kin.a,O lm1 K7P 2R9 - 250 PRE-FINISHED STEEL 9 METAL DRIP EAVE 0 VALLEY PROTECTION(AT - --- FLASHING 38 PREFlNISHED STEEL PERINE RS AND VALLEYS) OF WALL SIMILAR 90mm BRICK - 38mm 260mm FLASHING OVER 50mm 13mm RESSURE TREATED PLYWOOD _ DRIP FLASHING I1es.I7nxlkoe.net.(t)613-e3a-s2]6 RIGID INSULATION SOmm AIR SPACE PRESSURE TREATED (TYPICAL REVEAL)ABOVE 125mm SEMI-RIGID INSULATION(88mm IN /_ TO 6/A310 ---I F VERHANG AIR/VAPOUR BARRIER WOOD BLOCKING / BRICK 100mm Z.BARS) / SIMILAR TO ROOF TYPE R2 13mm P.T.PLYWOOD SHEATHING -- // 150mm"Z"BARS O 6Wmm o.c R (NO FURRING AND GYPSUM / PREFlNISH METAL SIDING el Notes 38mm z 89mm WOW STUD ____ PRE-FINISHED METAL VAPOU I'Z'BARS®PERIMETER) !. / 13mm WO SHEATHING BOARD) AIR SPACE DRIP FLASHING 2 VAPOU RETARDER - WOOD BLOCKING 73mm PRESSURE TREATED 88mm SEMI-RIGID INSULATION — 76mm RE RETARDENT ROOF SHEATHING -- PLYWOOD ON WOOD ALL DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR AIR/VAPOUR BARRIER 0 89 523 .,. 9".L' 210 38mm IEEE DECKING -_ AIR/VAPOU BARRIER BLOCKING FACE OF STUD UNLESS NOTED OTHERWISE. 190mm CONCRETE BLOCK 13 (PAINTED) WALL-E1 18.21 _ 73mm SHEATHING STEEL TRUCTURE PAINTED) ((� AIR VAPOUR MEMBRANE 90mm BRICK VENEER ALUMINUM RTAINWALL FRAMING,FRAME PRE-FINISHED STEEL . REFER TO WALL ASSEMBLY NOTES FOR EXTERIOR INTERIOR -- - ( m ETAL FURRING CHANNELS -- _ SPACES WI 38mm x 140mm WOOD STUDS. CONSTRUCTION. / -.i 25mm AIR SPACE FLASHING 76mm GYPSUM BOARD(PAINTED) 88mm SEMI RIGID INSULATION 88mm -RIGID INSULATION AIR APOUR BARRIER PAINTED 1 mm GYPSUM BOARD SEAL ALL AROUND PENETRATIONS THROUGH FIRE N SEPARATIONS WITH FIRE STOP MATERIAL.SEAL DEFLECTION 190mm CONCRETE BLOCK --_ JOINT AT TOP OF FIRE SEPARATIONS WITH FIRE STOP (INTERIOR FINISH) - PRE-FINIS ED METAL DRIP FLASHING MATERIAL THROUGH WALL FLASHING— 4. REFER TO DOOR/SCREEN SCHEDULE FOR DOOR FRAME (TYPICAL NOTE) WOOD CLAD STEEL EXTEND BLOCK UP TO ALUMINUM CURTAIN WALL EXTEND A/V /GLAZED SCREEN ELEVATIONS AND REQUIRED OPENINGS. TRUSS,SEE 5 ANCHOR TO ROOF -_ BARRIER ME MBRANE INTO GLAZING REGLET VENT -- AND 6 A301 STRUCTURE AND PROM E CONTINUOUS SEAL,FOAM 5. ALL cHArvGES w FLOOR FINISHES SOUL.OCCUR OxiECRY (WOOD CLADDING �// ROPE AND SEALANT BOTH SIDES OF HEAD. BELOW CENTRE LINE OF DOOR. 89mm%89mm /' _-- - SILL AND AM BS.EXTEND VERTICAL TO BE OMNITTED WOOD LATTICE SEE d/A312 -- MAINTAIN FIRE RATING BEHIND ALL RECESSED EQUIPMENT, STEEL UNTEL / MEMBER ANCHOR POINT ABOVE PANELS,HEATERS ETC.LOCATED IN A FIRE RATED WITHIN FIREPLACE FOR DETAILS STARTER STRIP - - SURROUND) t -- ALL MVOIDS WITH SPRAY FOAM INSULATION. ASSEMBLY. ]. ALL PARTITIONS TO EXTEND TO IRD OF STRUCTURE PRE-FINISHED METAL _ \ UNLESS NOTED OTHERWISE.PROVIDE CONTINUOUS SOFFIT WOW CLAD STEEL COLUMN CONSTRUCTION PROVE DOORS/SCREENS OF nHE SAME CONSTRUCTION AS ADJACENL WALL. REFERS. ROOM FINISH SCHEDULE FOR ALL ROOM WALLS. 777 E:1 FLOORS,AND CEILING FINISHES. ICI � � S. ALL ITEMS,ARCHITECTURAL,MECHANICAL,ELECTRICAL AND L STRUCTURAL,SHOWN ON THIS DRAWNG ARE TO BE R—ft ® I — INCLUDED IN THE CONTRACT. SHOULD THE INFORMATION ALUMINUM CLAD WOOD WINDOW. - ROgtn —I —J ON THIS DRAWING DIFFER FROM PNY OTHER DRAWING IN TIE AIR AND VAPOUR BARRIER I������I �� ® - u THE SET THE ARCHITECT IS TO BE CONTACTED FOR MEMBRANE TO FRAME AND SEAL=[- FOAM ROPE AND SEALANT BOTH CLARIFlCATON. UNTIL A CLARIFICATION 15 ISSUED THE WORST CASE IS TO DE ASSUEMD CORRECT ISSUED THE SIDES OF HEAD,SILL AND __ HEAVIEST BEAM,THE GREATER NUMBER OF LIGHTS.ETC.) JAMBS.ENSURE THE DOUBLE ^I �^I ��—' -- I \ - `� 10. FIRE STOP ALL PENETRATONS THROUGH FIRE SEPARATONS t BOTTOM MULLIONS ARE �l��J J — = --_ (INCLUDING NON-RATED SEPARATONS)WITH CONTINUOUSLY SEALED. FIRE-DAMPERS,SEALANT,FIFE 84TT5,ETC.AS REQUIRED. --� I it. ENSURE ME CONTINUITY OF THE AIR/VAPOUR BARRIER 16m1n DRYWALL ON 92mm MEMBRANE.TIE INTO WNDOWS,CURTAIN WALL AND ROOF STEEL STUD FRAMING WOW STEEL BEAM.SEE MEMBRANE SEAL AROUND ALL PENETRATIONS. 3/A363 2. ALL GUARDS AND ANY ELEMENT(WINDOWS.CURTAIN WALL. WALL S,ETC.)WHICH ARE REWIRED TO ACT IR GUARDS ARE T, BE DESIGNED TO SUFFIXED ALL REQUIRED LOADS. 3. ALL PARTITIONS ARE TO E XTEND TO THE UNDERSIDE OF THE ROOF DECK ABOVE AND TO BE SOUND SEALED(FIRE STOPPED AT ALL RATED PARTITIONS). 4, ALL EXPOSED STEEL STRUCTURE IS TO BE PRIMED AND PAINTED. REMOVE ALL CORROSION PRIOR TO PAINTING BY GRINDER AND SANDING SMOOTH. 5. A FLOOR PLAN SHOWING ALL FURNITURE AND SHELYiNG WLL BE PROVIDED TO THE CONTRACTOR FOR USE IN —J COORDINATNG LOCATIONS OF Flx1URES,DEVICES AND ����� - X11' .i \ `� •� ! ✓/ �'.' _ NSULIATEDfBACK PAN,CAREFULLY CUT — NEAT OPENING FOR TRELLIS OUTRIGGER. LAP AIR VAPOUR BARRIER MEMBRANE J // AFF HEIGHT I ONTO OUTRIGGER,COVER VA E OF 3600mm MATCHINGC71OR PANEL ON -y EXPOSED STEEL C/W HARDWOOD EDGES ON MATCHING ALUMINUM SLEEVE. INSTALL EXPOSED STEEL BEAM,PAINTED :.. 79mm MAPLE VENEER PANELS INTERIOR SPANDREL BEAM_-__ REVEALS SOLID HARDWOOD 50 AT � I /: I / REVEALS CREATE D TOP 50D _ - - EXPOSED TEFL EE COLUMN, DETA PAINTED WITH L POCKET WITH SOLID TOP AND � WOW PANELS(SEE DETAIL 3/A363) ������ 1 / BLOCKING N1THIN TO SUPPORT x}4OfI POWER SCREEN BY OTHERS :\ 79mm HIGH REVEAL(TYPICAL) r EI 2 PLY MODIFIED BITUMEN ROOF 2%SLOPED FIBER BOARD(IN AREAS SHOWN ON ROOF PLAN) VAOUR RETARDER 6mm FIRE RETARDANT ROOF SHEATHING r \ 79mm MAPLE VENEER PANELS STEEL STRUCNRE C/W HARDWOOD EDGES ON 38mm CARRYING BARS WINDOW SILL,JAMB,AND \ 79mm SOLID HARDWOOD AT 1350mm ( 22mm FURRING CHANNELS HEAD LINER. SEE SW 79mm WAWUT VENEER PLYWOOD ON / -- REVEALS(ALSO ON 400m FACE H.5.5. 76mm PRESSURE TREATED PLYWOOD �J TO GRI LINE C SERIES DRAWINGS 79mm STRAPPING(WALNUT AT % D.C.)ON 64mm STEEL STUDS _ BLACK BUILDING PAPER(TAR PAPER)NO WRITING SHOWING PRECAST CONCRETE"SILL"ON ��_J / REVEALS)ON 152mm WOOD STUDS AT MAX 18mm X 38mm CEDAR SLATS a 50mm o c AIR/VAPOUR MEMBRANE ON �jI I \ 400mm .. 16mm P.T.PLYWOOD ON I lu I / EXTERIOR WALL-Et(RI621 38mm z 89mm WOOD FRAME / 90mm BRICK VENEER WITH Bemm SEMI-RIGID 25mm AIR SPACE INSULATION SUPPORTED ON ',�7 I�I 19 RD GRANITE SLAB / _ 88mm SEMI RIGID INSULATION CUT BLOCK COURSING. CLOSE �� J �� I 12mm STEEL PLATE PLYWOOD _ / AIR/VAPOUR BARRIER GYPSUM BOARD(TYPE I� "f 190mm CONCRETE BLOCK !III III ', ICI II I I! ( la ( ) ���� �u 57mm GRANITE BAND (INTERIOR FINISH 71 - 91 zm 49D r 1 Ii1 :I ,I j Iii I III l� a 810 00 10 109 / . / n 127mm X 727mm H.S.S. y - I y LOOSE STEEL LINTEL 19Omm CONCRETE BLOCK \ 90mm BRICK VENEER MULLION ANCHOR SLOTTED FOR HORIZONTAL MOVEMENT 8 0 AR/VAPWR MEMBRANE II I LP _ Im 150.m POURED CONCRETE FLOOR EDSLAF) _ u _ ry�� 90mm BRICK VENEER .1 50mm RIGID INSULATION _._. 90mm BRICK VENEER '�I 25mm AIR SPACE VAPOUR BARRIER ' 25mm AIR SPACE I GAS flRE-' 88mm SEMI RIGID INSULATION 200mm COURSE OF 19mm CLEAR STONE AIJGN FACE N1TH FACE OF 88mm SEMI RIgO INSULATION PLACE AIR/VAPOUR BARRIER (CQMPACTED TO AT LEAST 100%S.P.D.D) ii ___ _'! _ _ BRICK BELOW AIR/VAPOUR BARRIER I 240mm CONCRETE BLOCK FROM UNDERSIDE AGGREGATE TO 200- a ! AT74 1:5 240mm CONCRETE BLOCK - (INTERIOR FINISH) / INSULATE VATHIN CANOPY 38mm x 89mm P.T.NOW PLACED IN MAXIMUM 250mm LOOSE LIFTS,AND _ (INTERIOR FINISH) I _ COMPACTED TO AT LEAST 90%S.P.D.D 7. UNOBSTRUCTED UNOBSTRUCTED ./ NEEPHOLES AT 6Wmm WEEPHOLES AT 600mm --- - -- A LAYOUT TO MATCH OVERALL TREWS a.c.(TYPICAL) ° " " ° 5001 SERIES DRAWINGS SED SECTIONS 3/A314 AND 3/302 ., , " o.c.(TYPICAL) / a . ° i FOUNDATION WALL TYPE FOUNDATION I CEMENT PARGING(4Wmm) CEMENT PARgNG(TYPE DAMPPROOF] G MEMBRANE DAMPPROOFlNG MEMBRANE ao PRE-FINISHED STEEL FLOOR ASSEMBLY F1 (R11.41 N FLASHING WITH DRIP OVER AIR/VAPOUR BARRIER AIR/VAPOUR BARRIER FLOOR FINISH(AS PER FINISH SCHEDULE ;• ENTIRE SURFACE POURED MEMBRANE POURED WNCREIE FOUNDATION 1500.POURED CONCRETE FLOOR SLAB POURED CONCRETE VAPOUR BARRIER FOUNDATION CEMENT PMGING(2 BLOCK TRELLIS BEYOND COURSES) 200mm COURSE OF 79mm CLEAR STONE •.� \ DAMPPROOR B MEMBRANE NUT AND WASHER 2 f.,R d and lined Feb 1J,2008 e AIR APOO BARRIER 89 COUNTER-SUNK INTO TOP for Ao-B/dd/ng •; (COMPACTED TO AT LEAST 100%STO 20) � °` AIR/VAPOUR BARRIER FLOOR ASSEM POURED ED CONCRETE FOUNDATION OF PURLIN GRANULAR IS TYPE 7 AGGREGATE TO 200mm - \' FLOOR FINISH(AS PER FINISH SCHEDULE J Issued 1 Tender 2008 FROM THE UNDERSIDE OF THE INSULATION GRANULAR 30 TYPE 1, '•.. 150mm POURED CONCRETE FLOOR SLAB ----------------- ----------------- ----------------- Rewslw Dn.wiptI. Dote PLACED IN 300 MN LIFT$ GRANULAR'B',TYPE 1, PLACED IN MAXIMUM 250mm LOOSE LIFTS, COMPACTED TO 95R POURED CONCRETE 50mm RIGID INSULATION PLACED IN 300 MM LIFTS - AND COMPACTED TO AT LEAST 90X S.P.D.D L FOUNDATION VAPOUR BARRIER Prllscl COMPACTED TO 95% 430 410 •240. 160 / STANDARD PROCTOR :•"� \•�200mm COURSE OF 19mm CLEAR STON Newcosfle Libror STANDARD PROCTOR _ GRANULAR'B'.TYPE 1, y BOND BREAK(TYPICAL) (COMPACTED TO AT LEAST 100%S.P.D.D PLACED IN 3W MM UFTS GRANULAR'B',TYPE 1,PLACED IN ANULAR IS TYPE 1 AGGREGATE TO 20 m IFO 250 UL R'S COMPACTED CE IN _ OM THE UNDERSIDE OF THE INSULATIO, COMPACTED TO 95R\`�!_tr STANDARD PROCTOR (Tender,¢�CL2008-7) S.P.D.O. REFER TO STRUCTURAL . FORCED IN MA%IMUM 250mm LOOSE LI ,AND 9mm x 89mm CEDAR Lwaew / DRAWINGS FOR FOOTING CO PACTED TO AT LEAST 90%S.P.D.D CLEAR STONE TREWS PURLIN 150 Kin Avenue AND FOUNDATION DETAILS \ g 100—0 PERIMETER / IOU—0 PERIMETER WEEPER DRAIN WRAPPED WEEPER GRAIN WRAPPED •. \ TO OVERALL HEIGHT WITH R DRATILE FILTER TH R DRAIN FILTER 10Dmm 0 PERIMETER / TO MATCH TREWS Neerwst/q tA7torb P.R.POURED CONCRETE FOUNDATION 'I WITH WEEPER GEOTEXRLE FILTER OUTSIDE OF STUDY 136 LIB 1H5 FABRIC PROTECTION FABRIC PROTECTION IL FABRIC PROTECTION NUT AND WASHER TO Municipality of Clanngton ADJUST CLEAR STONE " I CLEAR STONE r ° TREWS PURLIN ELEVATION W 90 100 440. 810 200 �� Drlwlnq Woll Sections and Details • I 4 \ 13mm BOLT 150mm LONG Top O�DED ER(TYPICAL)H.S.S. TREWS OUTRIGGER, PAINTED Or / \O1 1Oj D aeT by D1 e L ( Fetwuary 11,7008 Ne Nmne Supareedo Superseded By 1 Wall Section 2 Wail Section 3 Wall Section Trellis DeWil 0833— 43/7 Ai14 1:10 Ai14 1:10 A314 1:10 A314 1:5 ;; 7001/ Dwwln9 Numtxer �LY2008-7 0633 12 eM A 31 4 Shoalts and Zaback Architects Ltd. ALUMINUM WINDOW.TIE pSS0 AIR/VAPOUR BARRIER \Q C/ 2 INTO WINDOW FRAME !� ALUMINUM WINDOW.TIE FOAM ROPE AND v AIR/VAPOUR BARRIER 90mm BRICK VENEER El {R g_ Z � SEALANT BOTH SIDES OF INTO WINDOW FRAME. FACE OF WALL PROVIDE CONTINUOUS [FiiTE HEAD,SILL AND JAMB. FOAM ROPE AND BOmm BRICK VENEER 25mm AIR SPACE CONTINUOUS SEALANT PROVIDE CONIINUOUS CAULKING Q FILL ALL VOIDS AT SEALANT BOTH SIDES OF BELOW CAULKING AND BACKER 25mm AIR SPACE 88mm SEMI RIGID INSULATION AND BACKER ROD.TYPICAL ALL ROD.TYPICAL ALL AT ENDS OF SILL. PERIMETER WITH SPRAY HEAD,SILL AND JAMB. 3mm ALUMINUM SIDES. 88mm SEMI RIGID INSULATION AIR/VAPOUR BARRIER SIDES. 5 - S!O.%LTS PROVIDE GONTINU US CAULKING FOAM INSULATION. FlLL ALL VOIDS AT AIR/VAPOUR BARRIER 19Dmm CONCRETE BLOCK r Q SILL OW < AND BACKER ROD.TYPICAL ALL PERIMETER WITH SPRAY / 190mm CONCRETE BLOCK ) FACE OF WALL BELOW . FACE OF WALL EXTEND AIR VAPOUR (INTERIOR FlNISH FOAM NSULATION SIDES. BELOW I . BARRIER ONTO WINDOW (INTERIOR FINISH) EXTEND AIR/VAP R BARRIER GB 3mm ALUMINUM Gfi G8 FRAME AND PROVIDE 2 f ONTO WINDOW FR E AND SILL BELOW CONTINUOUS SEAL 3mm ALUMINUM G9 CFRTFlCATE OF PRACTICE NO.2438 SILL BELOW PR VIDE CONTINU US SEAL 4 CatwaWi 6treet Sutte 206 Kbgatan,Dniwrlo K7X 177 WINDOW.TIE AIR/VAPOUR \� - - <N(811 1-0776 ta,(e13)_sa1-0804 RETURN GYPSUM BOARD TO c / w° � �V BARRIER INTO INTO WINDOW FRAME Tnb b a t drown d dea 3mm ALUMINUM J t J �xigh 9 qn.na shall nat sa a..a, i�.. 'O' /� O/ '�, ' ,a• .. FOAM ROPE MD SEALANT BO1H SIDES r ro Aed NsW wlNaulnwrinen aNtn 1. Tne WINDOW FRAME AND SEAL du 70 WINDOW FRAME SILL BELOW / " baatw anal aneox anti veHry ml almenalane wd report au OF HEAD,SILL AND JAMB.FILL ALL elnre and iplona lA tM arVllact pH to commenalnq PROVIDE BLOCKING/ FACE OF WALL VOIDS AT PERIMETER YATFi SPRAY wnh wolK.m.e.Nawbge we not to b..awm.Any aeao6on FRAMING AS REQUIRED. BELOW �I FOAM INSULATION. b, ewcUon tram ens mtwmauan sown o tnsas erawinga I I 3 I I li,I ' I' " - � I I rerowwnrcr of in•can:wotw. I / wlNOUt wAttan pproJd t the ArchibGt la aoleJY 1ha I I / i I I I !, 1 I � i i I I i i i I I III O\: � I III I / � f I � i , I I I Roney Engineering Structural Engineers 900 Poly Mlb Oc,KN9aton antarlo KIM 3M9 ronelgekw.n'L(t)613-542-3092 \ Atira Englneerinq ���JJJ 1 Mechanical and Electrical Engineers \_O' 190 ! 141A Hbc Sbr t.KMWe antorlo K7K 2N8 /� 190 _ 1 I I i •/ - / mausaeun-en9.aam.(0 613-649-7440 Josselvn Englneerinq Inc. 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WINDOW SILL (SEE TYPICAL INTO WINDOW FRAME 22/ `� 16mm GYPSUM BOARD WINDOW SILL 2 3 4 5 6 d 3 - 88m SEMI RIGID - _ , (SEE TYPICAL SILL DETAIL SILL DETAIL FOAM ROPE AND 76 7g0 (SEE TYPICAL SILL DETAIL INSULATION ' - ON A500 SERIES SEALANT BOTH SIDES OF (TYPE'X') ON A500 SERIES DRAWINGS) _ ON ASDO SERIES DRANINCS) AIR/VAPOUR BARRIER \ / / i6mm GYPSUM BOARD DRAWINGS) HEAD,SILL AND JAMB. 22mm METAL FURRING O -i �-_,I - - - -- r-Q. 190mm CONCRETE BLOCK (TYPE'X') FlLL ALL VOIDS AT 400 mm o.c. _ In 22mm METAL FlJRRING O FACE OF WALL BELOW SILL FACE OF WALL PERIMETER IITH SPRAY RETURN GYPSUM BOARD TO 1 I, L'400-mm TT.c. - - - - - - _ - - - -FOAtkTNSULA4I N•.-- - - - __- -. _ _ _ _ __f//per\� - - _ - _ - ___WINDOW FRAUEAN,D ccy 1Y7 - BLOW SILL i - ( J BLNOCKNG/FRAMING ASE {- �-1-- J.----)-------. �.-(]. FACE OF WALL \ / \�// PROVIDE CONTINUOUS / BELOW SILL CAULKING AND BACKER �,J - / RETURN GYPSUM BOARD REQUIRED. WINDOW SILL TO VANDOW FRAME AND _ STRUCTURAL STEEL COLUMN. ROD.TYPICAL ALL SIDES. % (SEE TYPICAL SILL DETAIL SEAL TO WINDOW FRAME. \ \ ON A500 SERIES DRAWINGS) PROVIDE i 190mm CONCRETE BLOCK SANDED,PRIMED AND PAINTED. --{-- Y-1- --- 172 BLOCKING/FRAMING AS FACE OF WALL \`/ / / / EXTEND AIR/VAPOUR _ % 1.5 HOUR FIRE RATING 1 _ - _ REWIRED. BELOW / BARRIER ONTO WINDOW -1- �- -�- .�.r- _ FRAME AND PROVIDE - 3mm ALUMINUM CONTINUOUS SEAL 16mm GYPSUM BOARD(TYPE'X') SILL BELOW 22mm METAL FURRING O 400 mm ox. � Key Plan-1:500 ALUMINUM WINDOW.TIE I RETURN GYPSUM BOARD TO F.O.B.TO®2BOOmm / INTOWINDOW FRAME. _ WINDOW FR ME PRO DE TO Office FOAM ROPE AND I I 267 BLOCKING/FRAMING AS Office LINE INDICATES ihr F.R.R. SEALANT 130TH SIDES OF REQUIRED. (INSTALL FIRE STOPPING AT ALL HEAD,SILL AND JAMB. O 123 123 PENETRATIONS) (. 0 Mechanical FILL ALL VOIDS AT G4 - Office INTERIOR WALL-TYPE WS Electrical Staff Room PERIMETER WITH SPRAY WINDOW SILL 16mm GYPSUM BOARD(TYPE'%') FOAM INSULATION. I (SEE TYPICAL SILL DETAIL 123 22mm METAL FURRING O 400 mm o.c. 121 t20 ON A500 SERIES DRAWINGS) 1 Plan Detail 2 Plan Detail 3 Wan Detail 4 Plan Detail A36L1 1:5 FACE OF WALL BELOW SILL A360 1:5 A380 1:5 A360 1:5 I I _ I -TERIOR WALLS TYPE E7{iR 82) 90mm BRICK VENEER 25mm AIR SPACE ] 88mm SEMI RIGID INSULATION ALUMINUM WINDOW --__ I I 1 1 gor—CONCRETE BLOCK TIE Al/VAPOUR i CONTINUOUS SEALANT AT ENDS 90mm BRICK VENEER 90mm BRICK VENEER (INTERIOR FINISH) BARRIER INTO 210 190 OF SILL 25mm AIR SPACE 25mm AIR SPACE ALUMINUM THRESHOLD WITH CONTINUOUS WINDOW FRAME.AL GALVANIZED STEEL ANGLE 88mm SEMI RIGID INSULATION BBmm SEMI RIGID INSULATION SEALANT AT ENDS FOAM ROPE AND PROVIDE CONTINUOUS CAULKING AIR/VAPOUR BARRIER AIR/VAPOUR BARRIER 3�A30RT BELOW.(SEE DETAIL THRESHOLD. E%TEND AIR/VAPOUR SE DES OF HEAD, / -- BARRIER ONTO WINDOW ! 190mm CONCRETE BLOCK 19Omm CONCRETE BLOCK ) FRAME AND PROVIDE AND BACKER ROD.TYPICAL ALL ALUMINUM SILL AND JAMB. SIDES. (INTERIOR FlNISH) (IN7ERIgT FINISH) CURTAIN WALL CONTINUOUS SEAL CONTINUOUS SEALANT AT ENDS FILL ALL VOIDS AT G6 DOOR AND PROVIDE CONTINUOUS ALL WITH _ 3mm ALUMINUM OF THRESHOLD. T. REFER SPRAY FOAM .' SILL BELOW O INSULATION. - Ij8 TO WINDOW AND BAULKIN ROD D FACE OF WALL BELOW FACE OF FOUNDATION OHE 36 25mm BRICK VENEER BELOW SCHEDULES. 400 TYPICA3 AOLL SIDES. O 25mm AIR SPACE I ALUMINUM NiN- TIE / / i / j / / - - - - - - - - - - - - 88mm SEMI RIGID INS1I1CATION , / i / i / % / / / / %j/ / (INTERIOR FlNISH) B QCK AIR VAPOUR BARRIER INTO / / PROVIDE CONTINUOUS CAULKING / / AIR/VAPWR BARRIER MD SEALANITEBOTH SIDRES OF //�� ( �) -�PPO/ ,/ / i / AND BACKER ROD.TYPICAL ALL � JGILL BELOW HEAD,SILL AND JAM BL ALUMINUM VOIDS AT PERIMETER WITH FACE OF SPRAY FOAM INSULATION. WALL BELOW II �!� III I �I Ii I� Ili l �i it' II Iii 118. ne. I'I I ICI �I II B7 - -- I '.� I'� I III i �I i � I I� / Coate 1166mm GYPSUM / / / / / / I// ' / C N N / I:. / 22mm METAL STUDS9 I : kL D I I R T M AM /i PROVIDE CONTINUOUS EXTEND AIR APOUR BARRIER SEAL / r X AIR/VAPOUR' RI E TEND BARRIER i. . i ONTO FRAME AND PROVIDE ONTO FRAME AND PROVIDE PROVIDE CONTINUOUS CAULKING --- CONTINUOUS SEAL [ALUMINUM - CONTINUWS SEAL THRESHOLD AND BACKER ROD.TYPICAL ALL -- / / IDES. - _ - -- CHIP TOP OF FOUNDATION ALUMINUM WRTAIN WALL 400 - WALL AND LEVEL TO FLOOR DOOR AND FRAME.FILL ALL FACE OF WALL BELOW WITH LATEX MODIFIED FLOOR VOIDS AT PERIMETER WITH - � SILL 2 o LEVELING COMPOUND. 190mm CONCRETE BLOCK INTERIOR WAjELO.16 190 SPRAY FOAM. / 16mm GYPSWINDOW SILL 22mm FURIE%TEND FLOORING TO FRAME(SEE TYPICAL SILL DETAIL /p INTERIOR WALL-TYPE W3 EATLY CUT SLOTS IN ON A500 SERIES DRAW1NG5) 190mm CONCRETE BLOCK ONCRETE BLOCK TO FIT CHANNELS O RETURN GYPSUM BOARD TOAROUND COLUMN FACE OF WAILL x - .0,- WINDOW FRAME AND SEAL TO _ _ _ _ _ B _ __ _ __ _ _ _ _ _ __ _ _ B _ - _ _ _ _ _ WINDOW SILL WINDOW FRAME.PROVIDE —�/ -(SEE TYPICAL SILL DETAIL v BLOCKING/FRAMING AS ON A500 SERIES DRAWINGS) / REQUIRED. 16mm GYPSUM BOARD(TYPE'X') F.O.B.70©520omm 1 Staff Room 22mm METAL FURRING O 400 mm o.c. 6® Work Room -- i2p Vestibule STRUCTURAL STEEL COLUMN 114 F.O.B.TO©2800mm tta SEALANT Vestibule 11a Vestibule SANDED.PRIMED AND PAINTED / i// n Detail ® !// 12mm REVEAL AT WALL(TYP)WITH 6mm Plan Detail / Plan Wan Detail -- BEH ND.HARDWOOD EDGE AND SOLO HARDWOOD / 5 6 7 2mm MAPLE VENEER PLYWOOD ON SOLID / I Il A3fi0 1:5 A760 1:5 A360 1:5 - WOOD PLOCKINC.R, SOLD HARDWOOD EDGE / / 16mm GYPSUM BOAR WS ON j 22mm METAL FURRING O 400mm o.c. ( Il ■ l - I l 90 BRICK VENEER I l ALUMINUM SILL / 25mmpASEMI RIGID INSULATION I I O 710.1 � AIR/VAPOUR BARRIER FACE OF FOUNDATION ALUMINUM CURTAIN WALL•DOOR 190mm CONCRETE BL K I I BELOW G3 AND FRAME / I I ALUMINUM 1HRESHOLD WITH -EXTEND AIR/VAPWR BARRIER i 1 115 5 90 280 I i I GALVANIZED STEEL ANGIF / ONTO FRAME AND PROVIDE INSTALL 190x190 MASPNRY LINTEL BLOCK WITH+—� l l SUPPORT BELOW.(SEE DETAIL / / CONTINUOUS SEAL / i, / , /i- 1-10m BOTTOM BAR u/6 BLOCK LINTEL AT 3/A311) 740omm AFF) CONTINUOUS \ i / / INSTALL 89x89x6.4 LE STEEL BRICK LINTEL, SEALANT AT ENDS OF (] / PAINTED(u/s BRICK T 1200mm AF}7 I THRESHOLD. j .7 PROVIDE CONTINUOUS ----- i CAULKING MD BACKER ROD (TYPICAL ALL SIDES) - / i I I i � Gas Meter Alcove) J. EXTERIOR WALL 1 25mm BRICSPACE� ---- /: /• I I 88mm SEMI RIGID INSULATION AIR/VAPWR BARRIER / --- O O 190mm CONCRETE BLOCK - / / 64x6404.6 HOG SIEE POSTS WELDED TO l O B x100010 HDG 5 AN (N WALL.LONG) BOL11D TO FACE OF UNOATION WALL. 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ROD.(TYPICAL ALL SIDES) 4 a m METAL FURRING O 80 ' 25F-7:80177 / 190 1 ! / i (ABOVE)TIE Al/VAPOUR mm o c ( ) l O i R 1 INTO 2 Revised Ond/sued Feb 11,2008 - - - FOAM W HaiAME /: / / , j / _- % "� I l 75 I I f 1e d Ax TTendw 2008 FOAM ROPE AND / / / / /� / / /" / SEALANT BOTH SIDES / / n - / / / ciI l RaWbn 0a.wlPUw Date // '�/•/ / JJAMB.F] ALL AND / Dos Ar PERIMETER / / / / Newcastle Library WITH SPRAY FOAM INSULATION. (Tender}'CL2008-7) MIT I I I 1 / 150 King Avenue / // Program Neaa a r Room j /" , / / ; � IV 1Ns 110 / % U R / m D T F M / / i' i / / — / Municipality of C/arington �i I YI/ _ 1 wwrne cvasuu WINDOW s+LL(SEE i / / / '/' / / /j / /, / / i I' — Plan Details RETURN GYPSUM / / / i i - j BOARD TO FRAME _ / BOARD TO TYPICAL SILL DETAIL / , // ON A500 SERIES , / FRAME DRAWINGS) m STEEL COLUMN. / c m ... ...... ._ SANDED.PRIMED _ _- •/ AND PAINTED.VA TH I / FACE OF WALL _�. - - - - - - .-..., ..:-. -. :..._ WOOD CLADDING. STOP WALL ABOVE - BELOW SILL INTERIOR WALL-WS g ' i6mm GYPSUM BOARD Storage WINDOW SILL(SEE TYPICAL 22mm FURRING ' 190 FACE OF WALL RETURN GYPSUM BOARD TO .Storage SEE 4/A363. TO STRUCTURE Service O 19mm PLYWOOD SILL DETAIL ( A500 CHANNELS O 400o.c. /' / 77'3 BELOW SILL WINDOW FRAME AND SEAL TO - TO FORM SHELF IN FlRE RETARDENT PFgINT /� % Drom by Date SERIES DRAWINGS SERVICE 705 ® - £.R./NN./N.L I February 11.2008 Work Room / WINDOW FRAME.PROVIDE O 190mm CONCRETE BLOCK F a Nome woe..d.. WINDOW SILL(SEE BLOCKING/FRANING AS 10 / sap�eaded By g Wan Detail ® 190mm CONCRETE BLOCK TYPICAL SILL B 9 Wan Detail REQUIRED. B LO Plan Detail - 08JJ-AJ60 DETAIL ON A500 4:5—- - - -ice- - - SERIES DRAWINGS -i:5---- - - - - - - - - - - - - - - - - - - - - AT60 1:5 Dwwln9 Numbw XL2008-7 0633 12 Im A360 Shoalts and Zaback Architects Ltd. CONTINUOUS SEALANT AT / / \O ASSOCj / f1 O ENDS OF SILL 10 f 7 B FACE W F WALL z�` O G2 O 3mm Cl-{T: ALUMINUM C GE SILL BELOW I/ / 6.OALiS __-_-- �\ , ALUMINUM CURTAIN WALL TIE / / i ory3p Si•A�„• AIR/VAPOUR BARRIER INTO WINDOW a` CERTRCAIE OF PRACTICE NO.2439 LS TYPE 11(18,2!1 FRAME.FOAM ROPE AND SEALANT / 90mm BRICK VENEER BOTH SIDES OF HEAD,SILL AND z / e-Cat°r°qul SIr Sulte 206 Kingeton,anlarlo K)K 1V \\ JAMB.FILL ALL VOIDS AT PERIMETER m 2 AIR SPACE 5mm gu:mauaexarah.aom STRUCTURAL SILICON BUTT I \ WITH SPRAY FOAM INSULATION. - 88mm SEMI RIGID INSULATION tal(9t3)ut-ane faa(613)541-0904 JOINT ,( 3 lr 190—PCON BARRIER/' m�wn d°,.I—Ana-XI,alai e.,.wn.n tlt ne...at 190mm CONCRETE BLOCK _roda°gad �wtl QuW tten permleeion.The ALUMINUM DOOR AND FRAME. a e omleebne to ins Hoar pHOr la Mmevbt y dmcing a FACE OF WALL � I I REFER TO WINDOW AND DOOR not bs ecaled iM rerK.lbase Orawinge ors to I , , M oonet uctbn Rwn We nfmnatbn Mown an Ness tl awFge BELOW I i / i i / SCHEDULES. alnaal wHte.n pPr°.a a ln.A,Mltec!a.del tba I i I I ! 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FILL ALL VOIDS AT I Civil Engineers PERIMETER WITH SPRAY J I 633 norrle—M.1.3,Kmgelon,Ontorlo Kn 2fiq FOAM INSULATION, i o BLOCKING _ - CAULKINGGAND BACKER WINDOW SILL _ WINDOW SILL i ONE AS TYPICAL SERIES DRAWINGS) N ONE ASOOI SERIES DRAWINGS) � Jwedynavoane4(t)61J-634-9279 m ROD.TYPICAL ALL SIDES. INTERIOR - INTERIM WALL i ALUMINUM CURTAIN WAIL FOAM ROPE Y7” T7T Y 7 T 2 Q Q� i FACE OF WALL BELOW SILL FACE OF WALL BELOW SILL 92mm GYPSUM BOARD 0 40 'X') 64mm STEEL STUDS I _ 92mm METAL FURRING O 400 mm o.c. 19mm HARDWOOD FRAMMING(REVEAL) _ _ - _ _ - - /L /t _ -�_- _ _ VOID _ _ _ _ _ _19mm HA _M)QQ_VENFFR WAL PANELS—- _ _ _ SILL AND JAMB.FILL ALL VOIDS AT 4 I (WITH 6mm SOLID HARDWOOD EDGING ON EXTEND AIR/VAPOUR BARRIER ALL SIDES INSULATION. LOT ON WINDOW FRAME AND - PROADE CONTINUOUS SEAL I - p' 900 90mm BRICK VENEER i 88mm SEMI INSULATION ! i I _ WOOD PANEL(SEE _TYP i 4/A363 FOR DETAILS) AR/VAPg1R BARRIER FlRE RETARDENT PANT 190mm CONCRETE BLOCK FI mm PLYWOOD STRUCTURAL STEEL COLUMN. M WALL I 210 SANDED,PRIMED AND PAINTED, II / m "ITER AR 1 TALL SIDES H RDWOOD VENEER WALL PANELS TREATED BWOOD STUDSSURE ' m 64mm aAR STUDS _ 400 .. ...'.. . .. (WITH 6mm SOLID HARDWOOD EDGING ON C-0 1 I I TREATED PLYWOOD. AIJGN f E 1 I WITH 13mm lIP'R"�ESSURE ' f {�/ FACE DF PI.IrrvtioD ALIGN / /\ / QE Key Plan-1:500 1 SHOULDER F T I. SEALANT ,X I FILL WI1}1 S I-PoGID INSULATION. E%TEND ALUMINUM THRESHOLD Qo F.O.B.TO@ 1400mm AIR/VAPOUR BARRIER - o I OVER FACE AND nE INTO BRICK VENEER ON INTERIOR I FRAME CARRY BEYOND FACE OF g I X CURTAIN WALL v Program I Room i ® / 1 Plan Detail 1 2 Plan Detail i veetibule 3 fan Detail 0361 1:5 I __ 0361 1:5 1 1:5 / 9 Service 10 % / , INTERIOR WALL-TYPE W1 11 105 19mm PLYWOOD 181 1 0 FIRE RETARDANT PAINT j INTERIOR WALL-W2 19 0 190mm CONCRETE BLOCK FIRE RATING 1.5 HOURS(OBC LINE INDICATES ihr F.R.R. SB_2 TABLE 2,1.1 EQUIVALENT THICKNESS 106mm) 1 1 ,., FACE OF FOUNDATION 90mm BRICK VENEER BELOW 25mm AIR SPACE / / 88mm SEMI RIGID INSULATION I AIR/VAPOUR BARRIER i j GALVANIZED STEEL ANGLE 190mm CONCRETE BLOCK GALA N GALVANIZED THRESHOLD`LE 2E L �1 11 flATJJI � J � % / G17 SUPPORT BELOW.(SEE DETAIL 3/0311) / / , i ; (INTERIOR FINISH) ,� � , ,: w AUTOMATIC DOOR OPERATOR BUTTON a 219 FOR DOOR 100.1 / .. ______________ ____________________ E I E 12 152 16 1 90 5 190 210 SOLID HARDWOOD SCREEN ® i {TYPE')rT BUTT JOINT 41mm METAL FURRING O 400 o.c /— I ( I STRUCTURAL SILICON PROVIDE CONTINUOUS ,' EXTEND AIR/V�""TAAf���IIY��PPPOUR STRUCTURAL STEEL COLUMN. j CAULKING AND BACKER / BARRIE ONTO SANDED,PRIMED AND PAINTED. ROD.TYPICAL ALL SIDES I I / FRAME AND PR VIDE I CONTINUOUS S AL 1 WOOD PANEL(SEE 4 0363 j i I ( FACE OF FOUNDATION � FOR DETAILS) - i BELOW 3 CONTINUOUS SEALANT AT ENDS / l i OF THRESHOLD. _ I ALUMINUM THRESHOLD WITH GALVANIZED ALUMINUM CUR AIN WALL, DOOR AND FR E.REFER I ANGLE SUPPOR ABELOWL ~ O I TO WINDOW AN DOOR - AUTOMATIC DOOR ALUMINUM CURTAIN G3 I ATHPERIMETER L)4 TH ALL SPRAYS F00RRDOOR B00 30N REFS DOOR VANDOW AND I o° 190mm CONCRETE BLOCK (SEE DETAIL 3/0311) 1- TO c1 — FOAM (USE FULL BLOCK ON EXPOSED DOOR SCHEDULES. I w i1 CORNERS,NO RADIUS BLOCKS) Veeffillle I o ALUMINUM THRESHOLD ® ALUMINUM THRESHOLD — ,' ALUMINUM CURTAIN VestWe WAIL FOAM ROPE AND F100 I SEALANT BOTH SIDES OF 1 HEAD,ALLLL AND JAMB. 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FRAME. i6 9 325 325 Y ❑ O Lobb ALUMINUM ENTRANCE DOOR G21 7A 16mm GYPSUM BOARD(TYPE'x') Fla-] WITH AUTOMATIC OPERATOR, 92mm METAL STUD O 400 mm o.a INSTALL'SHOULDER"OF FRAME FACE OF FOUNDATION FLUSH WITH CONCRETE BLOCK 100mm REVEAL BASE TRIM INSTALL RECESSED WOOD BASE FOAM ROPE AND / / BELOW IN GYPSUM BOARD PIERS OF o SEALANT AT / ALUMINUM THRESHOLD WITH CHILDREN'S HOUSE 132. PERIMETER OF / SUPPORT BELOW.(SEE DETAIL FRAME 210 190 3/0311) 0 TYPICAL WOOD BASE i VestbLAe I / (MODIFY SIZE TO SUIT / XTEND AIR/VAPOUR FRAMI E - - - - - - - BASE TRIM) - 1�—E CON TINUOS SEALS W TYPE N INTERIO WALL Vest�DUle AWMINUN CURTAIN WALL ]a Base Section Detail 190mm CONCRETE BLOCK TIE AIR/VAPOUR BARRIER TOO INTO WINDOW FRAME. CONTINUOUS 0381 1:5 m / D SEALANT AT ENDS STRUCTURAL STEEL COLUMN. OF THRESHOLD. FOAM ROPE AND 00 / HHEEAD,SILL AND SIDES B.OF ADS / FILL ALL VOIDS AT PROVIDE CONTINUOUS P PERIMETER WITH SPRAY CAULKING AND BACKER FOAM INSULATION. ROD.TYPICAL ALL SIDES. 2 Revksd and lssu°d Feb 11,2008 o / for Re-B�g STRUCTURAL STEEL COLUMN. / 1 lasued Tor T der 100.4 - SANDED,PRIMED AND PAINTED. / 16mm INTERIOR GYPSUM WALL BOARD(TYPE'%') AUTOMATIC DOOR R.Mdm Deeaipt Date 92mm METAL FURRING( 400 mm o.c. i OPEATOR BUTTON , / %OI°Ct 9210 . ❑ FOR DOOR 100.2 g Newcastle Library INTERIOR WALL-W5B SLOPED i6mm GYPSUM BOARD TYPE x•) _ 190 5 9D (Tender#CL2008-7) 92mm METAL STUD O 400 mm - - - - - - - - - - ; 150 King Avenue t- N18 1H 4 Ghtorlo GIB 7H5 TOP OF SLOPE ABOVE - - - - - ` (SEE SECTIONS) al.ne I 100mm REVEAL BASE TRIM 16 92 WOOD PANEL(SEE 4 � - - �, - - - Municipality of Clarington 016mm GYPSUM BOARD(TYPE'X') A363 FOR DETAILS) / N 92mm METAL STUD O 400 mm 1 I % Plan Details TYPICAL WOOD BASE / (MODIFY SIZE TO SUIT BASE TRIM) 7b Base Section Detail at Sloped Wall - 7B / 90mm BRICK VENEER O,nn by I Date N9g-THIS WALL IS SLOPED.SEE 0361 1:5 % / 25mm AIR SPACE Febzwy 11,2008 SECTIONS FOR DETAILS / 88mm SEMI RIGID INSULATION i / 190mm CONCRETE Flle None supeeasem Supenetletl By 7 Plan Detail g Plan Detail g Plan Detail osu-A351 0361 1:5 0361 1:5 i 0361 1;5 (INTERIOR FINISH) leas 0 D.In9 Number almL Pro ¢'CL2008-7 n 06.33 '2 , A,36/q Shoalts and Zaback Architects Ltd. / \� pSSp�,/ TA. Browsing 10 �2 Q- - - - - - z °F 0 210 190 5 90 595 595 8 � - l r��J �1I 138 25mm BRICK VENEER RA' S Q,4LT5 25mm AIR SPACE qpl ABR/VAPOUR BARRIERULATION sb ny Y3942 P' /' �O/ 1BOmm CONCRETE BLOCK CERTIFICATE OF PRACTICE NO.24M (INTERIOR FINISH) A u - x Cotaroqui Stmt Suits 2D6 Kingeton,Onlarb KT(1Z7 T71"/ WEEPER AT 6DOmm o.e / au:maueaarch oom x - R a er(e13)sx1 ons la.(s13)sa1-oeox 25mm BRICK VENEER — 1 — — Thle V o capyrl9h4 drowinq and dvelgn vnd Malt not ba uvad, 25mm AIR SPACE / 88m SEMI RIGID INSULATION i / / r.P,od„oe, l l eed wi,d Ime d Wntroclw shall aheok a d verily al dlrMn 1. and report all 4 - AIR/VAPOUR BARRIER / I a ha one to tna oraet t,be m v AT, cMq - 190mm CONCRETE BLOCK 90 mm BRICK VENEER COURSING I with wak.11Theee drowrnge ore not to be ewled.My deN011on (INTERIOR FINISH) t .4tnaai-a-op 1 of the'nranN.at TO BE LAID OUT NOT TO CUT / in oon.waNOn from the Intarm uon.nown on rose draange BRICKS. I ", — / j repanvB9lty of Na Conawctor. OF FOUNDATION STEEL SILL AT TOP OF FOUNDATION WALL.LAP I / Roney Engineering / ADJUSTABLE BRICK TIES(TYPE I BEHIND VERTICAL PANEL SEAL Teen g AS SPEGFlED FOR CAVITY - -AT END TO BRICK.SLOPE FROM Structural Engineers Reading 900 Purdy MAIS Dr.,Kingston Ontorb KJM 3M9 BACK TO FRONT, ronsygaosneR(t)613-562-3oe2 WALLS).KEEP AIR SPACE FREE ' / "•! 137 I A}ire Enaineerina j OF MORTAR DROPPINGS. STRUCTURAL STEEL / I _ WOOD PANEL.SEE 4/A363 I COLUMN. 210 190 Mechanical and Electrical Engineers FOR DETAILS , D 141A HbXson Sfrwt,KNgston Ontaio KM 2N6 - - - I •=�=- - - - - - E - - / - - - - - - - - - �- I — E moeaatlro en9.=om.(t)m3-sae-]sao AIR/VAPOUR BARRIER PROVIDE WOOD LOCKING .JOSSeIYn Engineering Inc. STRUCTURAL STEEL COLUMN. I - MEMBRANE.WRAP ENTIRE I I I .J AS REQUIRED T ANCHOR SANDED,PRIMED AND PAINTED. CONCRETE UNIT MASONRY AND _ --- / Civil Engineers BRING BOTTOM OUT TO WEEP PRERNISHED STEEL FLASHING WINDOW FRAME.(TYP) j 633 Nord.Court,S ft 3,KINeton,Onty K7P Mg HOLES. , ON BLOCK FACE.RETURN AT JoMynOkoe.neL(t)613-63x-9278 ENDS TO BACK FACE OF BRICK FLUSH / — AND SEAL L 140mm CONCRETE BLOCK AND ! 4 yy y Q 0 4 Q CORES FILLED SOLID.20mm VERTICAL REBAR SET INTO RAIN WATER LEADER SECURED FOUNDATION. f I TO CONCRETE BLOCK.KICK OUT PROVDE CONTINUOUS - M AT BOTTOM TO CONCRETE — I / I / SPLASH PAD ON GRADE. CAULKIING AN ALL SIDES. --j PROVIDE CONTINUOUS —— — —— —— —— —— I _ EXTEND AIR/VAPOUR BARRIER CAULKING ONO BACKER —J (SEE T SILL,J B AND HEAD — ROD.TYPICAL ALL SIDES. (SEE TYPICAL SILL DETAIL , ON A500 SERIES DRAWINGS ONTO WINDOW FRAME AND - - PROVIDE CONTINUOUS SEAL Study -i�-- -- �- -- O 139 cSNnnuaus / G13 FLUSH / SEALANT AT ENDS / -- ---- -- -� -1 © OF SILL EXTEND AIR/VAPOUR ALUMINUM WINDOW. TIE j-ji-- I- ----- - ----- -}-(-� BARRIER ONTO WINDOW WINDOW Li,JAMB AND FRAME AND PROVIDE HEAD( TYPICAL SILL CONTINUOUS SEAL. AND EALANT BOTH SIDES DETAIL ON ASOO SERIES NHOW�FRAME AND AMBPE DRAWN ) NOTE: THIS REVEAL DETAIL IS FILL ALL VOIDS AT Key Plan-1:500 TYPICAL AT ALL PIERS ALONG PERIMETER WITH SPRAY FACE OF WALL GRID LINE NOT ONLY PIEftS BELOW NTH RAIN ATER LEADERS. I FOAM INSULATION. ALUMINU WINDOW.TIE AIR/VAPOUR BARRIER I 3mm ALUMINUM INTO W DOW FRAME. SILL FOAM R PE AN - SEALAN BOTH SIDES OF HEM AND JAM.. G20 1 FILL ALL VOIDS AT FACE OF WALL PERIMETEM WITH SPRAY BELOW FOAM INSULATION. i 3mm ALUMINUM 1 Plan Detail 2 Plan Detail 3 Plan Detail SILL BELOW M A362 1:5 I A362 1:5 A382 1:5 -- \ 8 BARRIER INTO WINDOW FRAME.FOAM Study �___ 7 ON WIND SERIESMDRAWN E)AO I HEAD,SILL AND JAMB.FILL ALL (SEE TYPICAL SILL DETAIL ROPE AND SEALANT BOTH SIDES OF 1r� TO ANCHOR WINDOW FR (TYP) - I FOAM INSULATION. 138 r Study PROVIDE WOOD BLOCKING S REQUIRED VOIDS AT PERIMETER WITH SPRAY ' Reading / 137 13 FACE WALL I I STRUCTURAL STEEL COLUMN. ALUMINUM WINDOW.TIE AIR/VAPOUR / ;- _ C SANDED,PRIMED AND PAINTED. BARRIER INTO WINDOW FRAME FOAM ROPE 3mm ALUMINUM F AND SEALANT BOTH SIDES OF HEAD,SILL SILL BELOW ALUMINUM WINDOW.TIE AIR/VAPOUR AND JAMB.FILL ALL VOIDS AT PERIMETER FX RIOR W I - 1 (FIT ) I 1 BARRIER INTO WINDOW FRAME.FOAM WITH SPRAY FOAM INSULATION. EXTEND AIR/VAPDUR 25mm BRICK VENEER / ROPE AND SEALANT BOTH SIDES OF _ _ BARRIER ONTO WINDOW 25mm AIR SPACE flEAlYlA[D 7A)2B�ILL AL�V6165 _ - - - _-_ -- __. _ - - _ _ (� - - - FRAME 7Wp-PROGID G 88mm SEMI RIGID INSULATION o AT PERIMETER WITH SPRAY FOAM `w / CONTINUOUS SEAL. AIR/VAPOUR BARRIER ry ! INSULATION. PROVDE WOOD BLOCKING 190mm CONCRETE BLOCK / AS REQUIRED TO ANCHOR (INTERIOR FINISH) __+_ STRUCTURAL STEEL COLUMN. WINDOW SILL,JAMB AND HEAD WNDOW FRAME(TYP) WINDOW SILL,JAMB AND HEAD I SANDED,PRIMED AND PAINTED. (SEE TYPICAL SILL DETAIL (SEE TYPICAL SILL DETAIL Reading o ' ON A500 SERIES DRAWNGS) ON A500 SERIES DRAWNGS) 137 / WOOD PANEL SEE 4/A363 FOR PROVIDE WOOD BLOCKING AS ' DETAILS. REQUIRED TO ANCHOR WNDOW 395 395 PROVIDE CONTINUOUS / I FRAME(TYP) I 210 CAULKING AND BACKER - ROD.TYPICAL ALL SIDES.01 / - i EXTEND AIR/VAPOUR FRAME AND PROVIDE EXTEND AIR/VAPOUR j __ IER�oNTO--WNDDe�- U10 - _ FRAME AND PROVDE EX El (RIB.M_ 25mm BRICK VENEER _ CAULKING AND BACKER !I 25mm AIR SPACE -ROD�IWICAL ALLSIDES_ ee SEMI RIGID INSULATION AIR/VAPOUR BARRIER 190mm CONCRETE BLOCK TINUOUS 190 210 ANTERIOR FINISH) CONTINUOUS - - CAULKING AND BACKER SEALANT AT ENDS Tir— ROD.TYPICAL ALL SIDES, - OF SILL N ! / ( FACE OF WALL FACE OF WALL BELOW BELOW 3mm ALUMINUM 3mm ALUMINUM / SILL BELOW SILL BELOW LP/17) g Room 385 385 140 1 - - 90mm BRICK VENEER O 25mm BRICK VENEER 22mm AIR SPACE V 22mm AIR SPACE S8mm SEMI RIGID INSULATION BBmm SEMI RIGID INSULATION AIR/VAPOUR BARRIER AIR/VAPOUR BARRIER 190mm CONCRETE BLOCK 190mm CONCRETE BLOCK 4 Plan Detail / / 5 Plan Detail (INTERIOR FINISH) 6 Plan Detail (INTERIOR FINISH) A362 1:5 AT62 1:5 Rf62 1:5 WINDOW SEAT.SEE 500 SERIES 2 Children's DRAWINGS FOR DETAILS. House 40 160 L. 92 O I / / / ®® tE,4 U BOARD(TYPE'X') G1U WNDOW SILL % . 16 132 (SEE TYPICAL SILL DETAIL c / I ON A500 SERIES DRAWNGS) 22mm METAL FURRING O 400 mm o. I VOID FACE OF WALL FACE OF WALL BELOW SILL - _ BELOW 26 90mm BRICK VENEER 16mm GYPSUM BOARD(TYPE'X') ALUMINUM WINDOW.TIE AIR/VAPOUR 106 92 16 25mm AIR SPACE 92mm METAL STUDS O 400 mm o.c. 3mm ALUMINUM BARRIER INTO WNDOW FRAME.FOAM ' 8Bmm SEMI RIGID INSULATION VOID SILL BELOW ROPE AND SEALANT BOTH SIDES OF I / ! AJR/VAPOUR BARRIER Ct111drEY1�8 EXTERIOR WALLS TYPE ElB HEAD,SILL AND JAMB.FILL ALL VOIDS L / / % 190mm CONCRETE BLOCK COIIecUOn (240 BLOCKI VENEER / 1 ' AT PERIMETER WITH BRAY FOAM I '.I. (INTERIOR FINISH) 124 25mm BRICK VENEER 25mm AIR SPACE INSULATION,SEMI Ela- APWR BARRIER / / / - I I '�I. SANDED,STRUCTURAL PRIMED AND PAINTED. 240mm CONCRETE.LOCK \ / // STRUCTURAL STEEL COLUMN. EXTEND AIR/VAPOUR _ SANDED,PRIMED AND PAINTED BARRIER ONTO WINDOW I - / EXPOSED. FRAME AND PROVIDE 12mm PLYWOOD MILLWORK JAMB.SEE CONTINUOUS SEAL I ( BLOCKING SOD SERIES DRAWINGS - i FOR DETAILS. CONTINUOUS SEALANT AT ENDS / OF SILL. / / F.O.e.TO - - - - - - - - - - - E PROVIDE CONTINUOUS GRID LINE E CAULKING AND BACKER 1790mm ROD.TYPICAL ALL SIDES. / 90 5 190 / 210 / 16mm GYPSUM BOARD(TYPE'X') _ / 22mm METAL FURRING O 400 mm o.c 16mm GYPSUM BOARD(TYPE'X') i / / 9Dm METAL FURRING O 400 m W5B m o.c. / (260 BLOnKI(818.41 / 16mm GYPSUM BOARD 90mm BRICK VENEER / j / /- 2 RaNsed and/ssaed Feb 71,2008 25—AIR SPACE i (TYPE X') -- // % ; i / i fir Re-Bidding 58m SEMI RIGID INSULATION 1 /slued for T okr 1Lt78 O 400 m6m 0...NDS ' AIR APOUR BARRIER _40mm CONCRETE BLOCK ( VOID _ / PeWen Deeriptlen Data / m est 90 5 zaD 543 92 - / Newcost/e Library 8 / ! ! (Tender ¢/CL2008-7) INSTALL t00mm / / a L-0- / REVEAL BASE ON THIS 150 King Avenue / WALL SEE 7o/A361 Newroat/e,prtallo =IF FOR DETAILS. I G7B 7H5 / / j !" PROVDE coNnnuaus aMunici alit of Clarin ton - CAULKING AND BACKER P y g j ROD.TYPICAL ALL SIDES. Drawlnq 603 —EXTEND AIR/VAPOl7R BARRIER ONTO WINDOW CORNER BEAD CONTINUOUS SEALANT FRAME AND PROVIDE CONTINUOUS SEAL AA K�AA AT ENDS OF THRESHOLD. 600 160 133 92 f 350 II WINDOW JAMB(SEE TYPICAL DETAIL ON A500 16 SERIES DRAWINGS ALUMINUM THRESHOLD WITH ) _ / GALVANIZED STEEL ANGLE I Drown by Data 90mm BRICK VENEER �•hildr8n�8 SUPPORT BELOW.(SEE DETAIL I February 11,2008 25mm AIR SPACE / / / 3/A311) ALUMINUM WINDOW.TIE AIR/VAPOUR BARRIER BBrnm SEMI RICO INSULATION / / File Name I Supe—le I Supee ,d By i-101JBe II INTO WINDOW FRAME FOAM ROPE AND Plan Detail AIR/VAPOUR BARRIER 8 Plan Detail // 9 Plan Detail SEALANT BOTH SIDES OF HEAD,SILL AND 0635-AJ62 / /% / 1 i32 FACE OF FOUNDATION WALL 9 JAMB.FILL ALL VOIDS AT PERIMETER WITH A362 1:5 190mm CONCRETE BLOCK Ai62 1:5 / ' A362 1:5 BELOW alent P J.at/ Drvwlnq Npmear (INTERIOR FINISH) I SPRAY FOAM INSULATION. XL2008-7 0633 12­1 I A,362 Shoalfs and Zaback Architects Ltd. i I, pSSO O / , TO STEEL CUPS WELDED TO STEEL �P G9 A ALUMINUM THRESHOLD \`\ - - / / A 13MM VENEER PLYWOOD SECURED L' oPointion .� _ / ce L REVEAL TRIM / / 1 CONCEALEENSURE FASTENERS ARE Q • T� O ACE OF FOUNDA ���J//- BELOW — 126 , ALUMINUM DOOR AND FRAME. _- INSTALL WOOD STRUCTURAL 51FFI COLUMN. - J REFER TO WINDOW AND DOOR / 123 SANDED,PRIMED AND PAINTED. T,A, S.o.1LTS ALUMINUM THRESHOLD 1M \\ BLOCKING IN STUD GALVANIZED STEEL ANGLE - SCHEDULES ON A250 \ 90 TO ANCHOR SCREEN(TYPICAL) �,�' a CI SUPPORT BELOW.(SEE I WOOD AND GLASS / o DETAIL 3/A311) E%TEND AIR/VAPOUR BARRIER \ _ SCREEN.SEE A600 ___-___________ 20 2` CERTIFICATE OF PRACTICE,NO :436 ONTO DOOR FRAME AND \\O ` FOR LAYOUT. I y .�+ PROVIDE CONTINUOUS SEAL Office 1T �COt'tra°ulg5w atd5ul°pima 20B KMgetm,Ontwb KM 1P B.SEE MILLWORK DETAILS. 650 ill 123 732 Closet Thb b)a capyignt arawin a ewl f11(613)541-0604 ens andl t Ba uwtl, ! 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A}Ira Enaineerina \ BATT) i6 7g0 (SECURE TO WALL BEHIND _ 61111 G PSUM BOARD(ME'%o 410 Hick°o S n° Kln e v Onto y KT ]N6 - q.00rn,(!)613-546-1440 / 161111 GYPSUM BOARD TYPE X' 9 i ! I / ( ) 92mm METAL STUDS O 400mm .c. i 1. ) Mechanical and Electrical Engineers %� BBmm SEMI RIGID INSULATION(SOUND BAT I m uea6m-an 161111 GYPSUM BOARD(ME'X') { Plan Detail.Interior Column. Josselyn Engineering Inc. / UNE OF SLOPED / n. 0363 1:5 CIVil Engineers WALL ABOVE ! '\O j ) e33 Namla Court.Sulte 3,Kingston.0n .K)P 2R9 \ A INTERIOR WALL-ME WSc O pewlynekw.n•t,(t)613-634-q2)e `.\(�\) _ 161111 GYPSUM BOARD TYPE'%' g - \/- 152mm NETAL FURRING (SPACE ,m o.c - /'\. I ( 76mm GYPSUM BOARD W5 %' �� � �Q Q Q QP _._. SPACE STUDS FROM CONCRETE BLOCK 22mm METAL FURRING(TYPE 400 )TO ACCOMODATE PLUMBING PIPING) ^'^' UNE INDICATES ihr F.R.R. ! I ter\ W 1 (INSTALL FIRE STOPPING l IN - - 90 mm BRICK VENEER AT ALL PENETRATIONS) 76mm GYPSUM BOARD(TYPE'%') - i �� 25mm AIR SPACE /" / " / ]] t n I EXTERIOR WALL 1 i 92mm METAL STUDS O 400 mm o.c. APPLY TROWEL ON / i _.� BBmm SEMI RIGID INSULATION - - !r 90—BRICK VENEER I VOID AIR/VAPOUR BARRIER ;�;�0 T! AIR/VAPOUR BARRIER STRUCTURAL STEEL COLUMN. 25mm AIR SPACE I AT CONCRETE BLOCK 19Omm CONCRETE BLOCK SANDED,PRIMED AND PAINTED. 88 SEMI RIGID INSULATION AIR/VAPOUR BARRIER AIR/VAPOUR BARR ER 1901111 CONCRETE BLOCK MEMBRANE SECONDARY / ` Children's ?-`- / 13MM VENEER PLYWOOD SECURED (INTERIOR FINISH) 92 I TAB AT PIPE. 2516 C01IeCtK)n TO STEEL CLIPS WELDED TO STEEL v BO _ 190 118 T� l24 INTERIOR COLUMN.ENSURE FASTENERS ARE i INTERIOR W LL-WS _ _ _ _ _ _ _ - i6mm GYPSUM BOARD TYPE'X') D THROUGH WALL / ,'`I `.yam \ C( �'g 140mm CONCRETE BLOCK CONCEALED. ---- 22mm METAL FURRING O 400 1111/o.c. I DISCHARGE OUTLET — _ /' - Collection - CONNECTED TO \ / / y ROOF DRAIN PIPING. / j \�` WOOD BASE BELOW ( i�-7- -�- T_1._ 1- ! ! !-, 124 76mm GYPSUM BOARD(ME'%') o / �'• / 22mm METAL FURRING O 400 mm o.c. 76mm GYPSUM BOARD(ME'X') - \— — ------ --'� c 9211 MEAL STUDS O 400 mmµa ! VOID(SEE DETAILS) f N 79mm VENEER PLYWOOD C/W SOLID\ 100 mm ROOF DRAIN PIPING EXPO EDGING(ON ALL EXPOSED EDGES)FASTENED I / °i TO PLYWOOD BEHIND. ur .\O'. HEATATR CE PER PLAN) ' ------- ---------------- ----_----- —T _ - NOTE:ADJUST TO SUIT OTHER 1100 _ _ / %_ -, COLUMN SIZE AND CONFIGURATION nnr m SY'AGE O\ /L OF ALL COLUMNS,CONFIRM WITH 100mm REVEAL - - --- -{- SHOP DRAWINGS. 76mm GYPSUM BOARD(ME'X') Children's BASE AROUND \ / %��\� 1 92mm METAL STUDS O 400 mm o.c. GYPSUM BOARD / 92mm METAL STUD 1 Plan befall VOID(SEE DETAILS) O ANCHORED TO WALL i House PIER 2 Plan Detail ? 3 Plan Detail 4b Plan Detail.Interior Column. 0363 1:5 132 0363 1:5 / \yam \ A3W 1:5 Ai83 15 1 i REVEAL TRIM Work / Room REVEAL WHIM i WOOD DOOR CASING ! Corridor STAFF BULLETIN 7 / BOARD.(NIC) I,! 114 o WOOD BLOCKING INSTALL WOOD HARDWOOD REVEAL ADJUST METAL LOCKERS.SEE R - I / BLOCKING IN STUD 0400 SERIES DRAWINGS. 79mm PLYW000 // I TO ANCHOR SCREEN. SIZE TO SUIT BLOCK COURSING. FIRE RETARDENT PAINT W _ — NTINU (ON ALL SURFACES) ? 76mm GYPSUM BOARD(TYPE'X') / 22mm METAL FURRING O 400 mm - ' ' 463 1901111 CONCREE BLOCK / - ! - I 190 2 16 SC 3 1901111 CONCRETE BLOCK GYPSU BOARD(ME'k) 1521111 MEAL STUDS O 400mm o.c. 1481111 SEMI IGID INSULATION(SOUND BATT) 76mm GYPSUM BOARD(ME'X') 140—CONIC ETE BLOCK 22mm METAL FURRING O 400 mm o.c. / -- -- INTERIOR WA - MILLWORK SCREEN. 76 190 % 22mm METAL BOARD RRING 0 400 mm o.c. UNE INDICATES ihr F.R.R. (INSTALL FIRE STOPPING - / CRETE BLOCK FINISHED AS /. i SCHEDULE A600 / AT ALL PENETRATIONS) - PER FINISH SCHEDULE. 200 190 I 311 9Y 25 3 — 22 Kitchenette Co idor 1401111 GROUND FACE ASHLAR BLOCK PAINTED GYPSUM BOARD ON STEEL STUDS AND WOOD D 61 BLOCKING TO SUPPORT SCROD FINISH WALL. _ �I REVEAL TRIM 92mm METALOSTUDS 1811 GYPSUM SO (TYPE X' Ir O 40Dmm o.c. 92mm MEAL STUD O 400— I.T. SC 4 BBmm SEMI RIGD I CATION(SOUND BA Closet / voto(SEE DETA LS) ' 122 / Kitchenette i m _ ' I R T / MILLWORK FRAME.SEE SERIES DRAWINGS FOR DETAILS.- 79mm PLYWOOD �I / I /' WOOD DOOR AND 1 s (' MILLWORK COUNTER,SEE A500 / FIRE RETARDENT PAINT D Il )i FRAME.REFER TO li i (ON ALL SURFACES) li , -- A600 SERIES A500 SERIES \ �. / 1 W DRAWINGS DRAWINGS ' IM OR BOARD ME'X' / ( ) MAPLE VENEER PANEL ON 22mm MEAL FURRING O 400 mm o.c. BLOCKING TO SUIT W000 BLOCKING IN SCREEN. 92mm METAL STUDS O 400 mm v.c PARTITION AND / SCREEN 92mm SEMI RIGID INSULATION(SOUND GATT) \,,/ / / \ I \\ GYP AR (TYPE ) LAYOUT. REVEAL TRIM \ mm REVEAL TRIM - -— — 16 SUM BOARD TYP '%' �v/ \ ) Y ^ R d \l \/ C / / \ / INSTALL WOOD BLOCKING IN WALLS TO SUPPORT ALL WASHROOM ACCESSORIES (TYPCIAL) GRAB BAR.SEE 0400. JJ v / INSTALL BLOCKING °j ... �. AS REQUIRED r ;° a ✓_ STRUCTURAL STEEL SefVICO 76mm GYPSUM BOARD(ME'X') COLUMN.SANDED, Pont 92mm METAL STUDS O 400—o.a 1 .D 16 PRIMED AND PAINTED. INSTALL WDOD ,c INTERIOR —� BBmm SEMI RIGID INSULATION(SOUND BATT) INTERIOR W - BLOCKING IN STUD 16 �g2 76 W,�W4 128 I 76mm GYPSUM BOARD(ME'X') 76mm GYPSUM BOARD(TYPE'X') TO ANCHOR SCREEN. 22mm METAL FURRING O 400 mm o.c. MILLWORK VANITY,SEE A500 Children'ion N Study w/C SERIES DRAWINGS FOR DETAILS. REVEAL TRIM Collection � ��Y 117 R 124 MILLWORK SCREEN.SEE x' 125 125 1401111 CONCRETE BLOCK DOOR SCHEDULE A600. 5 Plan Detail Plan Detail 7 7 Plan Detail 1363 1:5 SC 5 A 63 1:5 0383 1:5 HA I / COAT RACK COAT RACK Storage WOrI( Coats Roofn m 110 � tta 1901111 CONCRETE BLOCK w `, MIRROR.SEE 7 ' _ A400 SERIES %Z7--/7' / DRAWINGS. Storage / 270 TO v/ 113 600 190 GRID® 0 113. 0 40/ 92 6 WC PAINTED HOLLOW METAL DOOR - 8 ' '� 109 76mm GYPSUM BOARD(ME FRAME.SEE DOOR SCHEDULE. 1901111 CONCRETE BLOCK r�1 64mm METAL FURRING O 400 mm ox. VANITY.SEE 0400 SERIES DRAWINGS. SEAL AROUND DOOR FRAME TYPCI � INTE (/ /AL / / 7413—SFl.6 RIGID INSULATION(SOUND GATT) / / 1401111 CONCRETE BLOCK / o 1901111 CONCRETE BLOCK - / \• '` i\ ;/ / / / 190 2 -6 •- ^ / INSTALL WOOD BLOCKING / \ \ fw-Re-Ridd/ng IN WALLS TO SUPPORT 1l 2 ReHaed and/awed Feb 17,2008 1440 TO GRID UNE B WOOD AND GLASS SCREEN 140 / / 1 /sued for T der 2078 TYPE W4A ALL ACCESSORIES WASHROOM 76mm GYPSUM BOARD(TYPE X) 19Dmm CONCRETE BLOCK Y/ GRAB BAR.SEE 0400. 64mm WOOD VENEER PANEL y. 6 64mm METAL STUDS O 4001111 o.c. \ RavMw 0•wlPNen Oats 1521111 MEAL STUDS O 400mm o.c ' m METAL FURRING O 40omm o.c. - WOOD BLOCKING TO SUIT I Prase! GRAB BAR.SEE A400. BBmm SEMI RIGID INSULATION(SOUND BATT) , 16 GYPSUM BOARD Work _ 76mm GYPSUM BOARD ! � Newcastle Library / 76mm GYPSUM BOARD(TYPE'%') Room / � � 76mm GYPSUM BOARD(TYPE'X) ! 14 22mm METAL FURRING O 400 mm o.c. 13mm PLYWOOD %� / 1 92 / 19 1400 GRID 10 L 714 I �\ 92mm METAL STUDS O 4ODmm (Tender,CL2008-7) 88mm SEMI RIGID INSULATION(SOUND 13 25 p 6 Loo.Cl°n GRAB BAR.SEE 0400. INSTALL(J SUPPORT ALL D BL N IN WALLS TES SAM GYPSUM BOARD(TYPE'%') 150 Kmg venue / , Service (MGAL) WOOD DOOR CASING M1\\y LIB 5/a Ontario - -_ 105 // ' GRAB BAR.SEE 00. YY Cl n ® W/C RPM Municipality of C/orington 1 - g 16mm GYPSUM BOARD(TYP 'X') ' i/� i 109 128 �l L" t- 2 92mm METAL STUD5 O 40 m .c / _LL_ 9rawln9 COAT HOOKS. i \ 790mm CONCRETE BLOCK , UNE INDICATES ihr RE Plan Details SEE A400. �1 _ rj RESISTANCE RA G ' i" 76mm GYPSUM OARD(TYPE'X') / _ ' k 6—GYPSUM BOARD( E'%') 152—MEAL DSO 400—a.c 2mm METAL STUDS O Om o.c. 76mm GYPSUM BOARD(TYPE'X'J SEMI RICI INSULATION(SOUND BATT) I� / Bmm SEMI RIGID INSU TION(SOUND BATT) 121111 WOOD VENEER PANEL(SCREEN SC3) 22mm MEAL FURRING O 400 mm o_c. / 76mm GYPSUM OARD(ME'X') W/C /, / 401111 CONCRETE BLO 64mm MEAL STUDS O 4001111 o.c. i U Ty SINK.SEE 0400 —___—___166-GYPSUMGBOARD SUIT ___-__ e RTES DRAWINGS � / � Drawn by O11e \ ' Febru y 11,2004 F9e Nam SYParsaep Supenedatl ey LIOLDING SEAT.SEE 0400. Plan it �;' 9 Plan Detail 10 Plan Detail II Ran Detail au-dl04a 633 1:5 �\ 0363 1: 0363 15 /. 0363 1:5 a.,t—j-/ Ora g Number XL2008-7 '36' / R2*_ F I A 3613 0633 12 Shoalts and Zabaek Architects Ltd. p550Cf zF 1105 zoo 790 zoo 161D I 00 27sa zoo 1705 �� CF;T GAS __.i I _ "3 39ij v1tT5 O FIREPLACE .I,�. BRICK ., o U � \ m VENEER I .- -- -I 16mm GYPSUM BOARD(TYPE'X') I a cERRncATE OF'PRACTICE ND.2438 WALL I I I 92mm METAL FURRING®400 mm o.c. ALUMINUM 200 210 82 92 16 \ t,(Bts)541-one yox(613)34t oeo4 WINDOW 4 Cota,a4'Street SHlte 206 KAtgsfan,Ontprlp K7K 1Z7 a- e:manamran.aam This le"aopyh9 drawln9 tl deelgn and shall f be used, I O I I �. m odumed wd wi houfn wy W permli.,, lmat«ehml eleaK and wnh II almwelone ona rapcpn gn d"ll""a to the«ahlbat prlar to common lag i i i _ \ lu work Thew ,h the not tp be eMed.Any deNaUOn —13ULKH GYPSUM BOARD In aaat s,ltlon rrpm wl f the upn.sown pn thew emwinge BUKHE D wlfhoul wrlltw approwl pi the Nchlleal k vd.ly the BRICK RonevtyEnaineerina VENEER I .. .... .... e WALL Structural Engineers ACCESS DOOR Pally Mile Kingelon Onto b K]M 3M9 . , [-� __. ._ - .... ___ N-_ rdn yPu,y ei 61-642-3082 \ a Dr. Atira Enaineerina 1705 I 00 790 10 190 1210 190 2870 790 200 1705 i II \ FOR HEATING Mechanical and Electrical Engineers 5990 L -- -----_---_— - 141A.Mahon Sheet Kingston Ontario K]K 2NB 19mm WALNUT VENEER MANIFOLD maAYHI-an SVa t(t)813-Senteda '\ — PLYWOOD VATH SOLID 1 WanDetail-13eIOW1000AFF _ _ ---- � / WALNUT EDGING)ACCESS � �OSSelyn Enaineerina Inc. A364 1:25 I ALUMINUM ENTRANCE DOORS ` Civil Engineers SCREEN BELOW. 4 CONCEALED HINGES 633 Nomis Court,Satte 3.Kingston,Ont«lo K7a 2R8 Iawslln4koe.neL(t)B13-634-9278 7 e II i —i—It-ji-1— 7--�-- '_-?-O CA LOCK WTH LONG I ----- ACCESS DOOR / II ACCESS DOOR / HOOK ARM C/W STRIKE -) ABOVE FOR ` II FOR HEATING / / PLAL-�l� �A�E,S$T -i ._r ._. _ _ - _--__ .-r..�-_fir FIREPLACE VENT I II MANIFOLD OB�N U 1705 1190 1610 2000 1190 1 1705 WALNUT FRAMING. VENEER I I ADJUST HINGE SS e TO SUIT HINGE 19mm PLYWOOD ON 38.89 - WOOD STUDS AS BA BOARD PANELLING WALNUT I GRANITE WALNUT I 19mm WALNUT VENEER FOR RADIANT FLOOR HEAT]G PLYWOOD MANIFOLD.BUILD TO SUIT VENEER ( I MANTLE VENEER PANELLING PANELLING I PANEWNG / 22mm HOOD FURRING REQUIREMENTS OF MANIFO O ALUMINUM ALUMINUM ALUMINUM 38K740 WOOD STUDS ' STEEL MN.PRIMED - - -.�_-.-..�._1-. ---- -��-dr WINDOW I WINDOW j WINDOW—1 % AND P INTED,WITH WOOD / ALUMINUM ,-�.-;-- U._. ._; PANELS SEE DETAIL W'jJI���1D 1 4/A383 GVN rA NW�W _- / ALUMINUM A SEE A25D. Key Plan 1:500 47 618 I I FIRE 155 9 BRICK , I I - BRICK j VENEER I - - VENEER ' WALL WALL j1 ------ -- •=�-/ ---------------- D - N 1705 j 1545 900 3545 1705 2 Plan Detail-Above 1000 AFF / \ / 3 Plan Detail I 4 Ames Doorr. A364 1:25 ----- A764 1:5 ERICK 90mm BRICK VENEER 90mm BRICK VENEER ID_AIR SPACE 10mm AIR SPACE 190mm CONCRETE BLOCK I-LINE OF GRANITE MANTLE ABOVE 190mm CONCRETE BLOCK 16 mm WALNUT VENEER PLYWOOD 16mm WALNUT VENEER PLYWOOD / --- - ----------- - / / BLOCKING76mm HARDWOOD 89mm x 38mmC WOOD STUDS® 38x140mm CWOOD STUDS 6400mm / / (TYPICAL) o.c. as�/�]/,�/�j J" /\ /��/{���/" \ /, 19mm REVEAL(TYPICAL) sa Y/�J�/ >-/ '�/�J �J/ � /. SOLID WALNUT 1k op r PORCELAIN STONE TILE n / ON 16mm CEMENT / 90 110 a BOARD ON 64mm STEEL STUDS SECURED TO '� AIR/VAPOUR BARRIER RED INTO FRAME i CONCRETE BLOCK AND WALL ASSEMBLY 140mmPRREESSURE�TREATEDPWOOD STUDS / SEMI RIDGID INSULATION 13mm PRESSURE TREATED PLYWOOD J 190 I 9D 110 790 / 410 16 mm WALNUT VENEER PLYWOOD 19mm SPACE 38x140mm WOOD STU05 0400mm a.,. INSTALL CONTINUOUS CAULKING 1 9 140 al AND SPRAY COA.TYPICAL ALL / SIDES // / - - - - - - - - - - - ------ H - - / / ------ - -- - - -------------------- - - - - --- - - - - - - - - ONTO AIR VAPOUR BARRIER ONTO WIDOW FRAME AND —_ _—_—_____-_—_—_- PROVIDE CONTINUDUS SEAL / / / n i / N FOAMANANDOCAU CAULKING.TYPICAL �/ AIR/VAPOUR BARRIER TIED INTO 190mm CONCRETE BLOCK ALL SIDES. FRAME AND WALL ASSEMBLY WALL,INSTALL MASONRY 400 HARDWOOD HEAD,SILL,AND ALUMINUM CURTAIN / 13mm PRESSURE TREATED LINTEL AS DESCRIBED ON JABS,SEE MILLWORK CASING WALL REFER TO WINDOW ' PLYWOOD 5101 ABOVE FIRE PLACE. A500 SERIES DRAWINGS AND DOOR SCHEDULES / / 140mm PRESSURE TREATED WOOD CDORDINATE LOCATION A250 AND ABDO. STUDS TO SUIT FIREPLACE ONTO NW WINDOW FRAME BARRIER A250 WOOD SHIM TO SUIT SEMI RIDGID INSULATION REQUIREMENTS. PROVIDE CONTINUOUS SEAL 13mm PRESSURE TREATED GAS FIREPLACE'NTH or PLYWOOD VENTING TO THROUGH ALUMINUM WINDOW. / / WALL CAP ON REFER L A250. % AND (SEE A200) SCHEDULE A250. ..' I i j AND POWER VENT. ALUMINUM CLAD / / 190mm CONCRETE BLOCK / WOOD FRAME,REFER PROVIDE CONTINUOUS CAULKING TO WINDOW — — — — — — — — — — / AND BACKER ROD.TYPICAL ALL / SCHEDULE A25D / SIDES. _ El(EI — — o 90mm BRICK VENEER / / , EXTERIOR WALL-El(R18.2) FACE OF FOUNOARON i 25 mm AIR SPACE � .� 190 25mm BRICK VENEER CONTINUOUS SPRAY �-/ 9Dmm BRICK VENEER BELOW / 88mm SEMI RIGID INSIILARON `�� 25mm AIR SPACE FOAM AND CAUKING 78mm SEMI-RIGID INSULATON ALUMINUM THRESHOLD WITH , AIR VAPOUR BARRIER /! BBmm SEMI RIGID INSULATION AND SILL TYPICAL AIR VAPOUR BARRIER 780 GALVANIZED STEEL ANGLE 190mm CONCRETE BLOCK i AROUND HEAD,JAMB 190mm CONCRETE BLOCK SUPPORT BELOW.(SEE --'/ 190mm CONCRETE BLOCK / / i , (INTERIOR FINISH) DETAIL 3/A311).CARRY i THRESHOLD TO BRICK- CONTINUOUS SEALANT AT / ENDS OF THRESHOLD. / / % % / / / / % T 2 Revbed and lsaued Feb 11.2008 r r r/ for Re XddM9 i 1 % 1 /ssued for Tender 2009 '{/'�J I / �� I� ,� I Reteron DwcnptIm Dote /Y; i Y / >`!/ , / i , / / ! �J -�/ / / / / /-� / / Newcastle Library (Tender j�CL2008-7) 90mm BRICK VENEER T / / / 25 mm AIR SPACE 150 King Avenue 88mm SEMI RIGID INSULATION AIR/VAPOUR BARRIER Ontario 240mm CONCRETE BLOCK L%9�F/S& EXTERIOR WALL Fla(240 BLOCK) alai 90mm BRICK VENEER gornm�BRICK VENEER Municipality of Clorington 25mm AIR SPACE 25mm AIR SPACE 89mm SEMI RIGID INSULATION 88mm SEMI RIGID INSULATION AIR/VAPOUR BARRIER AIR/VAPOUR BARRIER 240mm CONCRETE BLOCK 240mm CONCRETE BLOCK Wsrin9 (INTERIOR FINISH) (INTERIOR FINISH) Plan Details Drawn by j Dofe Febru y 11,2" File Name 6apsresess Supsresdsd By 5 Wan Detail-Lower Fireplace Plan Detail-Lower Fireplace 7 Plan Detail-Upper Fireplace g Plan Detail 0533-my m A7N 1:5 A764 1:5 A364 1:5 A364 1:5 alai pm)eat t Drawing Name« �CL2008-7 0633 12 t A J6 4 Shoolts and Zaback Architects Ltd. COAT ROD/SHELF(INSTALL AT 1600 AFF TO CENTER OF ROD).SUPPLIED \O p`SSO(�/ AND INSTALLED BY 10,000. S) I 1100 1100 z '� Q p CH1TE ! 2110 1918 2110 1918 _ RA! SdO.LLIs GWB - +i .' 7500 1 _ ALL LIGHT - - — ..II J' -1- t t f n 116. 750 N r,' a` CERiIFlCAIE OF PRACTICE N0.2438 T _ 4 Cat°raqul Street Butte 206 Kingaten,Ontarlo 1f71(1Z7 ai. 41-07.arM.eam /SHELF(INSTALL AT 1600 tel(813)541-0]]e r°.(613)N1-0604 2 — AFF TO CENTER OF ROD SUPPLIED 600(CENTRE �L'SHAPED— ). Tnl.lea 9w7nynt mvtny°na a.yyn urea.Hell not be e.ea. 'h rw`owo.a«r.,nwa aenwt.rR<.n v«.nl..len.me / A AND INSTALLED BY 10,000. OVER TALE GRAB BAR 40p _ _ F. --COAT HOOK oontr«tar—1 Moak and city t P I.,it' area r hq all 't .�_�± /�/ry li B 13 GRAB BAR re a a omlwlona to the erWbct prlar eo cemmencmq - _ 1 -i; qp WOOD BENCH(SEE MILLWORK irr wore.me.e arawln t to be sawed.An aewotlon fAR_ON OILET 9e we na y D }� - -r� /' -{+-1-�,-{ DETAILS,500 SERIES DRAWINGS) u+aonewatwn tram en.Mrarmelron enown on roses drowings 460 - L i rw.po-my or lb.tonaiructm. 5 - .]-- {{: —�tl _-I 5 wimeat wrllt.n q:prara r Bl.ArMKece I.,wrr the ISPENSER Roney Engineering �y t-1�� �__ 2010 o aLET TISSUE B I2oDL __ - // i N aTH SHELF Structural Engineers 7 �� � o Z 900 Purdy Mile Dr.,Kln9eton ontarb K7M 3M9 _ _- — roney9ekn—L(t)613-642-3092 9 T 7-I _ _ $ Atira Enaineerinci m 12 { - — Mechanical and Electrical Engineers 141A Hickeon Street,Kln9etm Ontmlo K]K 2N6 5 ' _ 460-480 menwtw-.nq.aem.(t)613-64e-7440 o rn - - ® - _ 10 � I-. ' �-�; -{-l� �-{ .� , � � Josselyn Engineering Inc. CIV(I Engineers 104. y 1 / 104. .t FET71 7 633 Noble Caurt Sulte 3,Kln9et«.Ontnrlo K7P 2" peeel,ft net(t)613-634-92]6 A ORCELAIN TILE BASE B ORCELAIN TILE BASE C ORCELAIN TILE BASE VANITY V6 STORAGE p ORCELAIN DLE BASE 11 Floor Plan Corridor 116 17 Typical Barrier Fri Mounting Dimensions CUPBOARDS(SEE A500 A400 1:25 µpp 125 Legend SERIES DRAWINGS) Legend 107 DOOR NUMBER 1 floor Plan-Washroom 104 Z Elevations-Washroom 104 14 WASHROOM ACCESSORY NUMBER M00 1:25 M00 1:25 BF BARRIER FREE DOOR OPERATOR Drflwft Notes: 1. EXTEND ALL WALL TILE INTO WALL AND CEILING LIGHT COVES. ® 2110 _ 1800 2110 1800 450 2. INSTALL WALL TILE ON ENTIRE WALL SURFACE MIRROR SET ON W000 INCLUDING BEHIND MIRRORS AND WASHROOM GWB ` + WALL LIGHT p FRAME(SEE MILLWORK ACCESSORIES.INCLUDING'MTHIN ANY LIGHT T VALANCES. j? 3. GROUT CONTINUOUSLY BEHIND TOP OF PORCELAIN ALL LIGHT" I + ORAVANGS) TILE BASE,THEN APPLY CONTINUWS BEAD OF * 460- ' { �' _ 4. WTI¢-11��TO NDICATEOE%1ENT OFADLE.A SIMILAR L y� ,_ T - 11 COAT ROD ANO 11 11 11 1 HAT SHELF PATTERN WILL BE INSTALLED ON SITE.CONFIRM i t '{f ?' "i' LAYOUT OF ALL TILE PATTERNS PRIOR TO COMMFNaNG INSTALALTION. SECTION 10800. HHH - , \ 7 � i \ 5 i/ j COAT ROD 10 460 '1 SHELF J + D -\f 2 D ® p0 /:/ ul N ' SUPPLIED W 10 SECTION A10C - + 70800. ® ® ® E o - / 5 p� 107.1 118.1 108.1 107. ORCELAIN TILE BASE LAIN TILE BASE ORCELAIN TILE BASE VANITY WITH STORAGE ORCELAIN TILE BASE WDOD BENCH(SEE A B C CUPBOARDS(SEE A500 p A B C 500 SERIES D BF SERIES DRAWINGS) MILLWORK DETAILS, DRAWINGS) 3 Floor Plan-Washroom 107 4 Elevations-Washroom 107 13 Elevations-Corridor 116 µpp 1:25 AI00 1:25 MOO 1:25 ® 1958__ - 2404 2170 2404 WALL LIGHT,CENTRE GWB 460 6 I 7 12 � 620 u N 0 � z *-�--r1;���J -}� i '� po ❑ t'_-,�--: fir,-! -�-i-i' 1 +7}I-`t- fP -, ll -/ N w --- - - -- Be 10 = I }I 1'=' 1� -}; J I- { i j1 + VANITY WITH STORAGE O r �.-r - y {�,i , + t .� a CUPBOARDS(SEE A50p SERIES DRAWINGS) ,+I ��_,-{- 9 1081 2 108 A ORCELAIN TILE BASE B ORCELAIN TILE BASE C ORCELAIN TILE BASE p ORCELAIN TILE BASE %O BF BF �51 Floor Plan-Washroom 108 6 Elevations-Washroom 108 MOD 1:25 MOD 1:25 6 46 6 2671 1984 3093 1984 6 5 4 { 'Tj'"'-�.ijj GWB GWB -�- 6 - -- - WALL UGHTr- +i+T-�' r— D 12 BF //// r�r r { fifio ( eB�,,,' I 1 A v 9 \ B 2 j 2 MANUFACTURED SPECIALTIES 10\ / TaLETDESCPoPTION � SOTY� 12 SuPPlled 09. 9 - $ ® - Q SEMI-RECESSED WASTE RECEPTACLE 4 -I AND W�AESTE PER TOWEL DISPENSER 1 1 Q4 FOLDING SEAT 1 109. VANITY WITH STORAGE PORCELAIN DUE BASE PORCELAIN TILE BASE PORCELAIN TILE BASE PORCELAIN TILE BASE QS COAT HOOKS 52 A SERESADRA DRAWINGS) B C D Q 6 GRAB BAR; 610mm LONG 3 r � 6� GRAB BAR; 762mm x 762mm,'L'SHAPED 3 �71 Floor Plan-Washroom 109 g Elevations-Washroom 109 Q 610.910 MIRROR WITH S.S.ANGLE FRAME 5 M00 1:25 MOO 1;25 610%1220 MIRROR KITH S.S.ANGLE FRAME 1 © RESERVED - FOLDING BABY CHANGE TABLE (HORIZONTAL) 2 FTeT, 1884 2350 2014 2350 Supplied ® _ 10 SOAP DISPENSER 7-Owner 7 ReNsed and/sued Feb 7f,2008 WALL LIGHT,CENTRE 11 LOCKERS 6 OC-S) for Re-&;dding LOCKERS) _I GWB _ OVER MIRROR AND SINK, 1 /sued!or Tmdar 20Lt4 (TYPIC BE}IIND 72 ELECTRICAL HAND DRYER 5 Rawwn oa.«puon Dote 7 NOTE$: PNewcostle Library 6 7 760 460 1 46 ......._ _\ - - LOCATIONS SHOWN OR AS DIRECTED ON SITE BY ARCHITECT. / / 1. INSTALL OWNER SUPPLIED WASHROOM ACCESSORIES IN _ } � // (Tender,¢fCL2008 7) 2. SUPPLY AND INSTALL ALL NOTED WASHROOM ACCESSORIES. 150 King Avenue D 3. MOUNTING HHEIGHTS AND EXACT LOCATIONS AS DIRECTED BY NeezrosRe Ontorro / A 10 N / LIB 1N5 ® 00 / r" N 4.INSTALL SOLID BLOCKING IN WALLS AT MINTING LOCATIONS TO aMnt ON SUPP it 117.1 y /' ' c SHOP DRAWINGS.SPRIOVIDE BLO(3(ING FOR REQUIRED BLOCKING Municipality of Clarington I B a ACCESSORIES 1 I 5. ALL ACCESSORIES MOUNTED AT MAX.12ODmm A.F.F TO i Q3 12 a 12 3 y' y 11- 1 I UNQLESS NOTED 0 ERWISEDARO ON BARRIER FREE ACCESS VANITY WITH STORAGE Woshroom Plans & ® SERIES DRAWINGS A500) 6 NSU TRAP AND WA ER LINES BE OW SINKS ARE ON S TO BE Elevations - 7. THE QUANTITIES USTED A80VE ARE TOTAL QUANTITIES. 17.1 8.LOCKERS AND TOILET PARTITIONS-VANDAL RESISTANT VEIN A ORCELAN TLE BASE B oRCELAIN TILE BASE C ORCELAIN TILE BASE p ORCELAIN TILE BASE TaMRED FINISH Drown by oat. 9. COAT HOOKS(OFFICE ETC.)ARE TO BE INSTALLED IN LOCATIONS Febnvary 11,2008 LL LISTED IN THE SPECIFICATIONS AND AS LOCATED ON THE FLOOR He N"* I Supmsean 15upmasd By PLANS 0633-A400 ee alma Proleet 0 Drowlnq Number L2006-7 �°�' 1 2 1�t 9 floor Plan-Washroom 117 10 Elevations-Washroom 117 M00 1:25 M00 1:25 0633 % 400 Shoalts and Zaback Architects Ltd. o ASSOc c� /sue. zOF p C111TE p.A! 5.O•\LTS y 77 17 t7 78 79 19 may{' Sim SIM sim CERTIFICATE OF PRACTICE ND.24.16 ' fN(613)541- ta.(613)541-0604 VENEER PLYWOOD VENEER PLYWOOD 19mm REVEAL AT - - '-- r 0776 ,, ENCLOSURE BEYOND f - {-I J __ ENCLOSURE AROUND __- -__- _-__. �_ WALL I Thle I. copyright drowln d de.len and 11 t be aced, (,CLOSURE EXPOSED I 1�— ___ —_ __, COLUMN _._—. _____-- PAINTED _L ---_ _..��T__..._-- .-�+.-..—__. __ / _..---.7_,,._,. r. :. .- VENEER PLYWOOD PAINTED �Prwdueed ar rewsed without written leeron.ina r -' Maciw NNI tlredr tl verlf 11 dlm—Iona and t el FACES) i1 _ —� I- r r —t� GYPSUM �0 _ L�.- i_ -.yf. -�J' .._ �.,.,_,�L �_„,,.,,,,, _/ ENCLOSURE _ GYPSUM ror, d ominbne to the a,nitact br to m PAINTED GYPSUM / j BOARD ;L-. _ ___ j T _ „T_ \\\ / -.y �,r"- �)" AROUND COLUMN GLAZED BOARD .Itn w nl.Tl, e a t1hpe t m ee ecolad nny aeNatlon -"-- r _ / '_ I` SCREEN In conat dlen ken the Mformatlon.how.on 1y th drowln9e I - As' - Ii SC 3 tna„t lbMit�r u aia�il.trudv.Arahlt.ae L.w.r tn. BOARD - UPPER SHELF BOARD GYPSUM G5 I V„ mr - `\ % nepene y o BOOK SHELF UNIT UNIT , BOOK SHELF f,` �J Y- r° _ BOOK BOOK Roney Eflq rneerin I SHELF UNIT UNIT -- _ _y� \ / OOK SHELF UNIT SHELF SHELF UNIT Structural En in eer 9 i LINT 9 II 800 Purdy Mille Dr.,Kh9.lon Ontario K7N 3M9 I -t - rone)gOko..neL(t)61]-542-3092 BID `_ " _ Atira Engineering LIGHT VALANCE LIGHT VALANCE JL��- �-�' —�'yII° PLAN Mechanical and Electrical Engineers BACK 141A HIc Sir t.KM,t n Ontmb K7K 2NB L WORK SURFACE ! WORK SURFACE 8 �r - _- I- pI _ \\ -F ]. �{ SPLASH SURFACE manmtlro m9.oam, t)613-5s6-74w \ �: --' -" --r- WORK SURFACE AND JOSSeIYn Engineering Inc. RETURN . / a-- ---'-�- AT ENDS Civil Engineers LOWER DRAWER _ ..- ! - .T} _ / \ = _ i !`° DRAWER e33 Nomb Court.SuK.3,KngetM,Ontario K7P 2R9 ---- UNIT �I Y 1 - i y,_..-.. >' DRANcft ----- UNIT he.tlyr,axa..mt.(l)613-634-627e PORTABLE LOWER 'j;' I I I PORTABLE i DRAWER UNIT --m - /,,,l! UNIT `` LOWER DRAWER „w- {L, I I I I I I UNIT(NIC) BEYOND— BOARD GYPSUM - I (NIC) _ _ _ OPEN TO r�� I� ry J DRAWER UNIT(NIC) i i .I I I I I - - 1-. -- .) GABLE BEYOND \ SUPPORT GABLE A• / CORRIDOR 115 r /' / /`� 19mm REVEAL REVEAL AT ! I I 19mm ,,a /i AT WALL L-- --J WALL k d �, I 1f rz �� �` General Notesi 300 300 600mm X 600mm ACCESS 1. ALL FASTENERS MUST BE COUNTER SUNK DRAWER UNIT SUPPORT GABLE PANEL IN WALL BELOW WORK AND PLUGGED TO MATCH ADJACENT INSTALL BASE ON PAINTED GYPSUM PORTABLE LONER GABLE INSTALL BASE ON GABLE INSTALL WOOD BASE MATERIAL ALL AREAS OF BOARD DRAWER UNIT(NIC) ALL AREAS OF ON ALL AREAS OF 19mm REVEAL AT U A RADIANT EXPOSED WALL EXPOSED WALL EXPOSED WALL WALL HEATING VALVES SUPPLIED AND 2. VENEER TAPE IS NOT TO BE USED IN THE 1 Millwork Elevation-Room 114 2 Millwork Elevation-Room 114 3 Millwork Elevation-Room 114 4 Millwork Elevation INSTALLED BY SECTION 10,000. CONSTRUCTION OF ANY MILL WORK. A500 1:25 A500 125 A500 1:25 A500 1:25 3. ON ALL RECEPTION COUNTERS THE HARDWOOD VENEER IS TO BE APPLIED OVER THE SOLID HARDWOOD EDGING.GRAIN IS TO RUN HORIZONTAL 4. NOTE ALL RECEPTION TYPE DESKS REFER i BACK TO THE DESK SECTIONS ON THIS Millwork Plans Work Room 114 MIRROR(SEE A400) / / / / // MIRROR SEE A400 725 _ SHEET.FOR ALL RECEPTION DESKS OTHER ( ) ED EO 100 . PORCELAIN STONE INTTIILEESE REPLACED NTH j 1500 1:25 �� /� / -- - - - BARRIER FREE FAUCET AND LEVER — /� /%� BARRIER FREE FAUCET PLASTIC LAMINATE. HANDEES j/ / AND LEVER HANDELS PAINTED GYPSUM BOARD BULKHEAD BARRIER FREE LAVATORY / RECESSED LIGHT FIXTURE MINIMUM OF 6mm THICK. 5. ALL SOLID HARDWOOD EDGING IS TO BE A %/ BARRIER FREE LAVATORY T 6. ALL EXPOSED FACES CE MILLWORK ARE 0 VENEER '�-GABLE BELOW '•--GABLE BELO BE A FINISHED SURFACE .E VENEER OR PLYWOOD E% ND COUNTER POST FORM COUNTER TOP PLASTIC LAMINATE TO MATCH ADJACENT). ENCLOSURE COPE SKIRT TO SHAPE OF - COPE SKIRT TO SHAPE TOP 25mm DRAWi72 UNIT B AND BACKSPLASH WITH AROUND�DLU ---r - ____ -------- DRAWER . - -- ---------------- AKIN OF BASIN BEYOND SKIRT. BUILT UP ENDS MECHANICAL GRILL 7. ALL GRAIN IS TO BE RUN VERTICALLY ON 285 J� r----- PROVIDE DRIP MILLWORK UNLESS NOTED OTHERWISE. VANITY SKIRT 2 (CLEAT)WOOD BLOCKING CLEA TO ( BARRIER FREE m BARRIER FREE FAUCET SUPPORT UPPER CABINETS.ANCHOR 8. PROVIDE CONTINUOUS CAULKING AT ALL IUD 700V ( /j;i LAVATORY D LEVER HANDLES TO SOLID BLOCKING WITHIN WALL. SINKS AND JUNCTION OF COUNTERS N17H I t VANITY SKIRT 2 LAYERS OF �' -t J LAYERS OF ER 19mm MAPLE VENEER - _ / / MAPLE VENEER --- - AN 2 PLYWOOD)CUT TO MATCH - / - - PLYWOOD)WT TO - - �• VANITY SHIRT 2 �r r-f — WALLS. -�-- PROFILE OF SINK. - MATCH PROFILE OF LAYERS OF 19Rmm CUPBOARD DOOR,MAPLE VENEER ON SINK. MAPLE VE E III ---- 19mm PLYWOOD w SOUR MAPLE DE LOCKS N ALL DOORS O I 7111 ��RJW o N NE 9. PROVI OR ALL WASHROOM 1800 CHAIR(NIC)TYPICAL VANITY DOORS o _ y Y /tl _ - LL Jl -\ - ,�/ / g VANITY DOORS �O HINGES. KITCHENETTE 112. / /j _ / 3 PLYWOOD) ESCUTCHEON PLATE ON ALL EDGES.c w CONCEALED VANITY DOOR AND MAPLE VENEER 19 mm 1 A N VAN DODRS' VANITY BOTTOM CLEAT VANITY BOTTOM CLEAT WOOD FRAMING.COPE ADJUSTABLE SHELF,PLASTIC -___ BOOK SHELF ABOVE _- a° / / / /� / f PLYWOOD C/W SOUD W MELAMINE WORK SURFACE PLASTIC LAMINATE GABLE m �X �. PLASTIC LAMINATE PRO DE KEYED LOCH LAMINATE PORTED ON RECESSED PLASTERS u DRA UNIT DRAWS UNIT SUPPOR7IU ON WALL AND - / ./ / - - i _ GABLE SUPPORTED ON WORK SURFACE R �- f - / FOR EACH DOOR AND °a n FAATNOSH RAWATER LINES (2 PER END). VANITY BOTTOM AND FRAMING. _ - _- .__.- _ !� -_ _ WALL AND VANITY BRUSHED ALUMINUM n CONTINUOUS WOE �BELOV((NIC) BELOWI(NIC) 1 -� .- - 7- BOTTOM AND FRAMING. BLOCKING IN WALL TO - - - - - , / o FINISH ON ALL SIDES. - '—� - WIRE PULLS IN W/C ' BASE FINISH ON ALL SIDES. 117 CONCEALED PPORT VANITY WOOD BLOCKING(CLEAT) HINGES. SU SUPPORT PER . WALL. I I I I BASE TO SOLID BLOCKING WITH IN WALL. �L i_-_J i —.� I_J FINISHED FLOOR � BASE BEYOND - _'- - BRUSHED ALUMINUM PARE PULLS. F 11 1 FINISHED FLOOR MELAMINE VANITY BOTTOM. II �I II FINISHED FLOOR MELAMINE FlNISH WITH SOUR HARDWOOD EDGING SUPPORT LIGHT VALANCE,MAPLE VENEER ON ON 38X38 BIRCH CLEAT NTH 12 413 6 413 6 413 12 1 447 6 447 12 LEADING EDGE MITRED $ OR 19nm WHERE PLYWOOD.RUN WALL TO WALL, TOE SPACE INSTALL WALL TOE TILE.INSTALL TILE ON REAR FACE 38 1274 3 824 WALL TILE ON REAR EXPOSED AT ENDS 8 38 8 38 FACE. WALL TILE BENEATH VANITY RETURN VALANCE TO WALL. 300 FLUORESCENT UGHT BEHIND. a 6 Millwork Elevation 7 Millwork Elevation g Millwork Section o 3 113. A500 1:10 a FOR W/C ACCESSORIES SEE A400 SERIES DRAWINGS A500 1:10 •FOR W/C ACCESSORIES SEE A400 SERIES DRAWINGS A500 1:10 z PLASTIC LAMINATE BACK SPLASH Work a FROM COUNTER TO u/s OF UPPER 625 CABINETS. Room t14 a Corridor 38mm MAPLE BENCH SLATS, SECURED 116 70 �- ,---- n TO WOOD FRAME BELOW.COUNTER SINK ' oo / COUNTER,PLASTIC LAMINATE WITH ALL FASTENERS. NOTE ALL WOOD TO HAVE 3 ROLLED EDGE ANCHOR TO SOLID COATS OF CLEAR SEALER ON ALL BLOCKING IN CABINET FRAME AND PC 900 SURFACES. SURROUNDING WALL 13mmx75mm MAPLE SKIRT / BRUSHED ALUMINUM WIRE PULLS. SECURED TO WOOD FRAMING / Is—MAPLE VENEER j SINK SET IN TO COUNTER TOP. BEHIND, PARTITION(SEE FLOOR PLAN FOR - / ON 6mm PLYWOOD SOLD BACK INSIDE OF ALL 38x75 WOOD FRAMING ANCHORED - CONSTRUCTION). , / EDGE ON ALL SIDES. CUPBOARDS MELAMINE FINISH. �41 / TO ADJACENT WALLS AT END AND /, SECURE MIRROR TO ADJUSTABLE SHELF,PLASTIC ® o / FACE.SECURE TO m n 380 > WALL BEHIND LAMINATE ON 19mm PLYWOOD c/w NOOK SURFACE REAR XPA 1 ON SHIELDS ATS.R 2�R ER 38 mm MAPLE BENCH SLATS,SECURE SOLID MAPLE ON ALL EDGES. USE EXPANSION SHIELDS iN n— / ALL FAST77JE ME:BELOW.COUNTER SINK 88 89 09 89 iu BOOK SHELF ABOVE SUPPORTED ON RECESSED PILASTERS END AND AT 600 ) m (2 PER ENO) MASONRY WALLS - (, BOOK SHELF ABOVE WORK SURFAEJ�r�-,'r JIr�1 �-{Ir -/ 13x75 MAPLE SHIRT SECURED TO MIRROR WITH —CUPBOARD PLYWOOD MAPLE w SOLID MAPLE WORK SURFAE f�-�`�� ONE-PIECE CHANNEL IIJ1 / WOOD FRAMING BEHIND. • . FRAME BY SECTION ON ALL EDGES.c/w CONCEALED --- ---- i C 10800.NCE SECURED 70 HINGES. CONCEALED WALL TOE KICK,19mm SOLID MAPLE ON 1 A 38x75 WOOD FRAMING ANCHORED - /' HANGER WITH THEFT SCUD BLOCKING. SITE INSTALL DRAWERI 1 ORAWE Q9 % / RESISTANT LOCKING EXPOSED. UNIT U TO ADJACENT WALLS AT END AND / RETURN TO WALL AT END WHERE p PARTITION(SEE FLOOR PLAN FOR REAR NTH 10mm0 BOLTS(2 PER 10 ARI ib0' SCREWS. BELOW —GABLE BELOW—++ BELOW 9 o CONSTRUCTION). _ END AND AT 800 o.c.AT REAR) / / (ALIGN WITH SCREEN USE EXPANSION SHIELDS IN 500 .80 MASONRY WALLS. 71 (SEE A400 FOR SIZES AND LOCATIONS) ❑ 600mm X 600mm ACCESS sc 3 9 Millwork Wan 10 Millwork Section 11 Mirror Elevation 12 Millwork Section PANEL IN WALL BELOW FOR WOOD AND GLASS ASOD 1:10 A500 1:10 A500 1:10 A500 1:10 RADIANT HEATING VALVES SCREEN.SEE A600. 12 400 400 400 400 400 400 400 400 Y � I PAINTED GYPSUM 1 j BOARD BULKHEAD NOTE A: 12mm MAPLE VENEER PL ON VERIFY SIZE OF II WOOD FRAMING TO ENCLO S EL OWNER'S EQUIPMENT Kitchenette ,I COLUMN. 725 VATH OWNER'S REP TO SHOP �9 DRAWINGS. m ------------ (VERIFY SHELF 834 2500 IFY SIZE NTH / 675 �! OWNER'S REP.PRIOR i I I ) 700 _ UGHT o /., ' I PLASTIC LAMINATE TES __ _ _ j i 19mm REVEAL(CLOSE OFF © m 72 / - r Tr -tr- + �/ BACKSPLASH ONI____ WITH 8mm SOLID MAPIDE) BLGCKIN SC / 7 ,, 830 --------- I WOOD BLOCKING(ClE T) O CEDE WI w z PARTITION AND AT SUPPORT BOOK SH TO CUPBOARD DOOR, LEFT END. �!. / 'I SOLID BLOCKING WI7HI / / •/� / ' MAPLE VENEER ON PLASTIC LAMINATE 1/h i8mm PLYWOOD /w ,REFRIGERATOR CWNT61 c/w BACK % �_� SOLID MAPLE ON ALL ,N,I.C.VERIFY SPLASH. a •i/• / /'� / - I / WOOD BOOK EDGES.a/w CONCEALED HINGES. Sig WITH UNE OF UPPER r 12mm MAPLE VENEER PL / / I SHELF.SEE E0. E0. ED. EQ 400 OWNER'S , SHELF BACK ' CABINETS - MOOD BOOK SHELF.SEE 17/A500 / - ( / (REPRESENTATIVE / ! / i. 17 A500 FOR / / r FOR STATES BEFORE /-r NOTES. ADJUSTABLE SHELF. L ;SUBMITTING PLASTIC LAMINATE / /= / / / ///� i PLASTIC LAMINATE ON (SHOP COUNTER / 19mm PLYWOOD. DRAWINGS. ADJUSTABLE SHELF, AP VE EER ADJUSTABLE SHELF I I SUPPORTED ON ON 19mm PLYWOOD WITH SOU) - I RECESSED PILASTERS EDGING.SUPPORT ON RE S J I .�/ r / '/ (2 PER END). J PILASTERS(2 PER EN)) WOOD BLOCKING(CLEAT) 0 / I /J// / ;I / % f-WOOD AND GLASS m SUPPORT BOOK SHELF.A TO I / /J // / �' GLAZED SCREEN 15 SOLID BLOCKING YAlFi WALL 13 Millwork Elevation-Kitchene to 119 14 Millwork Plan-IQtchenette 119 !% ' VENEER TPLLYYWOOD W ms of / A500 1:25 1!500 1:25 EDGING.ALL FACES A E e FINISHED. LIGHT VALANCE RUSHED ALUMINUM 0 PIAM BACK WORK SURF CE WIRE PULLS. 12 8 FULL PLASTIC /i, I 2 Re I-d and/saved Feb 11,2008 0 4 19 0 LAMINATE BACK SPLASH FOR DETAAILS) -PANTRY DOORS TO I ed I�Tmrder 2008 Kitchenette SPLASH om HAVE KEYED LOCKS. R.N.bn De.alption 9 Dote 15 --- 20 ttZ 12 •'I I_ WORK COUNTER,PLASTIC LAMINATE RO 2 LAYERS 19mm PLYWOOD WITH j 83 2672 700 BLOOKtNGGIINECABNETTFRAMEAND m Newcastle Library 5 BRUSHED ALUMINUM ___ SURROUNDING WALL. I DRAWER it ( L _ _ / o e vnRE Puus' (Tender#G'L2008-7) ' SUPPORT GABLE BEYOND ¢ W SOLID BACK INSIDE L 150 King Avenue , �\ ;� �`. ;� /• ROLLED EDGE RANCHOR PLYWOOD SOLID D. ` m BLOCKING IN CABINET FRAME AND �Ll q��J�L OF AMINE _______ ___________n__ SURROUNDING WALL // m o MELAMINE FINISH. �tyros*07todo CONTINUOUS 38mm I BRUSHED ALUMINUM WIRE PULLS. i ADJUSTABLE SHELF, SINK LIGHT VALANCE %38mm WALL / PLASTIC LAMINATE ON alert �3 =/w Municipality of Clorington i CLEAT `� g 19mm PLYWOOD PLASTIC LAMINATE I 4 SOLID MAPLE W1 ALL BARTI ON SH D .7 n CEDES.SUPPORTED PARTITION AND AT NIC / ON RECESSED veI z , LEFT EAD '� I (NIC) I SOLID BACK INSIDE OF CUPBOARD, a PILASTERS(2 PER Orawin9 w _ / DRAWER FACE,MAPLE VENEER ON ¢ END PORTABLE LOWER BRAWER w o ) uNir(NIC) Mi//work Details ON A PLYWOOD c w SOLID MAPLE CUPBOARD DOOR, ON ALL DR EDGES. WEIR c/w CONCEALED MAPLE VENEER ON O GLIDES.DRAWER BOX 12mm BIRCH EDGED PLYWOW m w VENEER PLYWOOD. SOLD MAPLE ON cALL 8 1 GABLE BEYOND TOE KICK,19mm SOLID MAPLE ON CONCEALED HINGES. 7 -JI SDUD BLOCKING. T INSTALL o TOE KICK,19mm down by Ovt. RETURN O WALL SITE END WHERE o0 o °o EXPOSED TE KICK _ SOLID MAPLE ON E.R,N.M,ML I Feb— If,1008 o SITf I7TARETURN Foe Name SuPenMS Sa 1,20 d By 15 Millwork Elevation IGtchEnette 112 o 471 16 Millwork Plan IGtchenette 112 17 Millwork Section 18 Millwai(Section 1g Millwork Section 20 Millwork Section TO WAO631 Asp A500 1:25 0.500 1:25 A500 1:10 A500 1:10 1508 1:10 A500 1:10 ER alert Pro)ect/ Drawing 14 m1h 0633 O 12 I A 500 Pro)wt/ ReN.lon/ 13.11 SURFACE 13MMSOUD SURFACE 4 ON 25mm VENEER CORE PLYWOOD 501 6 ON 25mm VENEER CORE PLYWOOD 5 CW/WATH 51mm DEEP 13mmSOLID SURFACE Shoalts and Zgbeck Architects Ltd. 501 CW/WITH 51mm DEEP SOLID SURFACE 507 SOLID SURFACE EDGE 6 5 ON 25mm VENEER CDRE ASSQ EDGE 501 501 PLYWOOD 3750 3750 SOLID SURFACE EDGE 715 O C/�" CW WITH 57 cp 19n-MAPLE VENEER PLY 2 C O ,. a ,z .. -,. .„ n _ .. _ .. ... y _ a ._ �. -� _. -•e,- .__.. _ 4...-,.. -. - - -_ - _, - ... ,. - ._ _ ._ ... ..c-- .. ,. „N".>v .. .. ...,,_. _ .Y[ .•r.. r,. ,_.,,fir., ..,5.. a t_,k.::u<_.a,.___._Y_:.. .:t�_.:r.,.<'.`Y o--+,t,�._>',.t.,..^_.-.s�,,,..,,,..a.._r.-rr r3-s.,.^$,C.i..wr.?-,.-.--r,o-,.s.-a.<,..__.,.,,,._..sue_.,-__-s.,.rt._m,_- _>..,_.r._.,_.__ru.r F'r.._._...�..- e,a.'..._,,..,s._''_z.`•,a.:...-.�.v„_.,-_¢_..s�....,_t.:_Ls,2,..-.f.Y.-__.d r,,-.`_< =..,_.,,,,o...,,....,.__._._s+a-x_.L eF,a.-_a.+.n,,_.,._-y...._,......Vi.._„zc..;o,...w_..i.p..- v.m,y a.._r,..v>.,v...+e.'..A•F".,�----�,-.a>.,.r>r..,,.:�.F--.�..�..:.:.=,,^..--.t..,<_._�,._ax-__:.,. PLYWOOD MAA C W 6m SOLID HARDVDOD EDGE SU AROUND WHERE EXPOSED � D BAT C B IRCH P . L E WTW IOT H P N 5.. 2, :e ae 6mm AP Fl Or PRACTICE TE CE ND.2438 LE EDGING I DRAWERS IN FULL I: 6 e-Lmaofan.r o ui Stet n6,ulle 200 Kin SioOb K to BALL BEARIN G DRAWER GLIDES te 813 541-0776­(613)541-01104 .__ d- ., r.. _ ., .. -_ 1 u_. _ t c,- _ , ._ ..➢ w. ..-. , .v _,,_ _,a_ -�: ._ ,yam ,.qv s.'.n ,.•.< : '' '>. 'r I - - 450 „-. .. ..__. ._- 501 .. ' lnla I.o� I < r w -.,.. .._ z' , ,. � •.. _,,, c-,_,_ r ..r '..- ..>*+_ >- _ �..._ n aPm ona pain , _r __ , r .. _ _ ,- .. .. .... . .-. ._ ,. ... oP a owa anon of ne apes ... t ..r '4 v: .-. &- odu M w re aetl without written rmlasl n a.. :.., _. ep cep o.fie SIM. _ I M -: k; :,_ cenlroclw anal)cnecM a .. .. 1 na verl( on elm ' melons ontl art el c... ,X..,, :._. .. .. ... rep I 25mm P 7 L WOOD GABLE _.. .....a. _. .._.�.-... ..-. _.. and omleelone ko the archlte t .i. � error a rlor to c mcln ._. .. o, '£n'_ :. _ v.. �. .... [.._ ...:. ,.Rs. ,r FINISHED ALL SI S .._t. �. ._ _.-»„x .., ,. . ... ..,-x._. .. ...,_�_ u_ _ _n-._a y v '.v{ ..,a r _.,,� y, DE 1WTH wltM1 work.These emwln a of fob I ... .._•,... :;,.,,. _..., F... .-«„_...'at_, �*-,<t __,._ .w._.... ,.. +__ �, - >_h„ ,.- E0. J' EOr :I B ed.aMy devlPtlon -_r-_,.ate::::- �._:, � � r e .�. +.x z--•y-'a. m aonawctlPn Tram tna Inw . _ _- „. r. .. .. _ ,. "w _ _. .. ,.. ..., f,- :.�.:_... - - _ry _ 13m n I� at on snow,.�n t -"" "".,, •- '?°.. - a- "- - m SOLID SURFACE :':'I hose arowln a � a ... _.._ ._ ] • 'S ..S..vx 4' ', e n. m i m m ry.l p a wl _,. ,., gout written a f tna ArcMtect I x_..__ a _:,. e.'?�, -: ., s � _ , _. ._ ._,. _. PProval a eolel Me 501 ._. ....>. -..-.,-.... .. .. .� r. .E r_, .�.. ... M ....- : _<.. ..:... _ .. ,_<. .,,.fir.. .n,2 < .....,... _._.�- „ �F. _ _... '. I � 'i ATERIAL 51 T _-.. .>.. :.: _.a.. :.., t _. .: :....._ .'2 _,.. -._ ._ � .. - '. .-.. .. n t Ne Conatructw. .r,... ,l.r .. _., .s. , .. _ ., -. .- •-,... .,.. .�,... ... O '� reaPOna Ye p r r SIM �: _ : s. _ _ -A ,.�-n -: _ _� -.x� *,- -.. ..... :•. -._.,_. ,>vc.._ .. ' � � THICKNESS .. - .. _. r_ _._.. <_ ,•,. .._ ,. _ t.w . _ - _ ._ , a.,. ,., -. :, ,-,. .. 5-. ,: ,-.. .: �..'.. ...->: I Roney Engine ering Ron a Structural Engineers ­y Mule Dr gN n9alon Ontarla KIM 3M9 r 69mm%1401m STUD WALL MAPLE VEN oa ne et 3092 ` r - tiro Engineering NER PLYWOOD ro 3 ( Bon sores A deri =I 19mm X 160 m SOLID - Mech Onical an Electrical Engineers 500 L300 E0. 300 E0. m MAPLE BASE iLtA Hiokeon Street,Ningaton Ontwrlo K7K 2N8 _ oral Eellra en9aam,(f)613-54B-Y4W wt Josselvn Engineering Inc. SOLID l90­MAPLE BASE Civil Engineers 16mm WALNUT VENEER PLYWOOD WITH 033 NorrM Court,Suite 3.Kingston,Ontario 1 21 1 Service Point 128-Plan 6mm SOLID EDGING ON 6mm lop M r Il ma.net,(t)613-834-927B A501 1.10 STANLESS STEEL STANDOFFS Service Point 128-Elevation Service Point 128-Section awl 1:10 A501 1 a D 6 5 CABLE CHASE c/w SOLID 5 501 507 501 501 SURFACE THROAT 4 NOTCH STEEL ANGLE GENERAL NOTES OUTRIGGER FOR CONTINUOUS TOP PLATE t ALL ITO 6PIBlIS SHOWN ARE SLFP® 3 BY S3C110N 05600 FOR MtAU.AT10N SY 011i 3750 1267 12276 16 I' 1267 715 2 COOHOW147E LOCAlpN6 OFANWgii 81 1267 1216 ,y L -y, - FINISH UNDERSIDE OF TYPICAL TOP t75 CA�MOCONClEfE 267 ?:. >.. -: d, T om_ a+-f:, ✓•,^c ..-.e., :r.. -'. TO OUTRIGGER EDGE W/ _ _.__ CUT R _ R o - SOLID SURFACE MATERIAL � IS ° 79mm MAPLE VENEER DRAWER _ - i TYPICAL a e FRONTS WITH 6mm SOLID HARDWOOD PRIMED AND PAINTED -----_.-------- ------ _ -_ ,n -------- -- _.-_ �__._..___- --T- --------_-__ EDGE ALL AROUND tl I - -. ,.I --- ..--_ I STEEL ANGLE OUTRIGGER I' ., ---- OUT F6 OUTRIGGER ^ .I. �I, -.,---- .._------.--"-----.._,.__111- __-� FNSHL JCL1_ GES Wj __...__ _-.�I(� ._-- -_ _-- -- --1 �;'� FINISHED PALL WSDES WITH r r SOLID MAPLE __ _ _ ' 73mm SOLID SURFACE MATERIAL � (57mm TOTAL mICKNESS) 70 Boo 70 Boo N Jill I I 6 --- --- — -- - - ---� I � o I 19 MAPLE VENEER PANELS L - f- - - -___...____-_ '. � W/SOLID HAROWOOOD EDGING VENEER -- .._- !: _'�- -. -- -- ..»,_ ---__ i6mm WALNUT ,. ----------------- t --- - __.._-_ 1 r -._- -...--_ _. PLYWOOD WITH 6mm + ALL AROUND -_ - I __ ___ (,- -- _ _- - a -- SOLID EGGING ON 6mm ------------------------- -- .,_ ",-j�, r�.. "-- _ } r--�---- -- -' �6� --- --- ,-_ -- _ ._� STANLESS STEEL 1 -------- ------- ---------- :., I ='L- -- -- -- -= ---L1 11 1 __ ="- �- -- /--L STANDOFFS I_ =-- -- -- - - - - --- -- -- m 3 300 mm X 800 mm ACCESS -- 501 TO CABLE TRAY AND POWER AND DATA POINTS 2 16mm WALNUT VENEER PLYWOOD NTH FINISH ALL EDGES W/6mm SOLID /� Service Point 128-Plan 6mm SOUD EDGING ON 6mm MAPLE TYP. ( Y ,Service Point 128-Elevation ',Service Point 12B Section A501 1:10 STAINLESS STEEL STANDOFFS A501 1:10 I Awl 1:10 1EER CORE SURFACE ON 25mm VENEER CORE PLYWOOD CW/WITH 51mm DEEP SOLID SURFACE EDGE 13,ril SURFACE FINISH UNDERSIDE OF TOP 12 11 ON 251m VENEER CORE PLYWOOD W/SOLID SURFACE w 502 cw TH 51 ITT DEEP soup TO EXTENTS OF TABLE 12 13m­SOLIDSURFACE TOP 11 SURFACE EDGE OUTRRIGGERS 10 502 ON MOTORIZED TABLE BASE SD2 19 FINISH UNDERSIDE OF TOP TO FACE w2 15061 1 O CABINET CONSTRUCTION 715 1180 --- - -- - -- -- - - -- 2-LAYERS 79mm MAPLE VENEER 520 1 --j 175 N PLYWOOD SREWED TO 76 X 76 613 STEEL ANGLE _ 19mm SOLID MAPLE - - 'F 520 CW/WITH 51mmLIDEEP SOLID 910 13mmSOUD SURFACE - ' --�`-- —1780 ON 25mm VENEER CORE PLYWOOD ON 25mm VEN R R c SURFACE EDGE EE CORE PLYWOOD r- T y :Is h c-. >`•.. .":.y<. -„ _ : ..,.: ,.. -s .�. ,.<..._-._ :_,z__._-,.•.. ,.:_.._.,_.�..:.._�; - ...-. .,;t,.,.- .-:.. FINISH UNDERSIDE OF TOP - —_ CW N1iH 57mm DEEP SOLID DRAWER CABINET ._.-. _.- :_ -__ __ _—_ / - n ---.-- W SOLID SURFACE r-. - ,I� _.__.- SURFACE EDGE ��- 79mm MAPLE VENEER _- °; X F t_, j TO EXTENTS OF TABLE �-- - - N WISH UNDERSIDE OF TOP TO FACE g Ay .! C ^._, R+-t•-a�kw-,-1 ? PLYWOOD TYPICAL ,-,": '- - OF CABINET O - "`- - OUTRRIGGERS C NSTRUCTION - -..> - - - - -r - - 501 I I: T :. 1 -I l !_T 600 LONG 76X78%6,4 w_ f, TEFL ANGLE PRIMED AND PAINTED Ir �•r f CONTINUOUS ALUMINUM 79mm MAPLE VENEER PLYWOOD I 1900mm LONG POST ANODIZED .- OD I GUIDE TRACK THICK - - 3mm R A I ON SHIRT POCKET ! 8 EAKFORM ALUMINUM I S NET W/ALL EXPOSED EDGES -.:. I - � � . ',I I � ,; - I � SIM. i ,: A� I..'.i .. CABLE TRAY I FINISHED W 5 HARDWOOD SIDE BLOCKING : ,., :r : - / OLIO ON ^.t•, '`_:.F -:e>- ,>`.:_ :< 2 LAYERS fim CONTINUOUS WOOD FRAME W/PLASTIC GUIDES ', �' ,�: -I : ; 7 m MAPLE VENEER i I - :_.: „ : :: : - 3101 n ry i ..:.:I...' .,.,,-. .;.,-,-�..a{,,_,:,x..-_-=_a, ,,.---' ,3.:....,,:�;.__..ty o.. .,. .., �::.:._- fi c t ..:.,-:„ry.E,.>.-:-. -_..,i-.•. . TABLE : I j: •. I; _ 1 a - OD HASE A FFIXED O RETAC P LYWOOD W/BLOCKING FOR SIDES /501 REFER TO 21/501 EET MOTORIZED ELECTRIC TABLE BASE SKIRT SKI R T POCKET REFER TO 27 79mm PLYWOS - ', REFER TO SPECIFIFCAnON 06400 - ;' 2Hmm PLYWOOD GABLE - HEAVY DUTY CASTER 79mm SOLID _ _ FINISHED BOTH SIDES WITH - • :: MAPLE BASEBOARD 1 -- f 4- W/BRAKE MECHANISM 73mm SOLID SURFACE I � REFER - TO SPECIFICATION •11 MATERIAL -- — 20 38mm MAPLE VENEER PLYWOOD 501 7�Information Point 129 Plan 9 a5o, 1.10 RETACTABLE SKIRT 11 17 MOBILE BOOK DROP 19 MOBILE BOOK DROP Information Point 129 Elevation awl 1:1D �1 �1 Information Point 129-Section 16mm MAPLE VENNER PLYWOOD awl 1:10 awl 1:10 19 a5D1 1:10 ROUTER 125mm z 50mm CABLE BOTH SLIDES O RETACTABLE SKIRT 501 CHASE FINISH HOLE W/SOLID POCKET SURFACE MATERIAL 73mm SOLID SURFACE VENEER CORE SURFACE 73mm SOUDSURfACE TOP O 2 mm VENEER CORE PLYWOOD 715 ON 25mm VENEER CORE PLYWOOD 715 MOTORIZED 11 CW/WITH 57mm DEEP SOLID ELECTRIC TABLE BASE ON MOTORIZED TABLE BASE CW/VBTH 57mm DEEP SOLID SURFACE EDGE 1 613 SURFACE EDGE ,5`1 613 i TOP TO FACE REFER TO SPECIFlFCATION 06400 12 FINISH UNDERSIDE OF TOP TO FACE ' w 502 FINISH U OFE CABINET FCON TRUC71ON OF CABINET CONSTRUCTION 910 SERVICE POINT/BOOK DROP _ -- -- -- --- _ --- ---- -'- '- -- -- -- l 71 5 INFORMATION POINT - -- -� - - - f 150mm X 1Bmm SOIJD HARDWOOD I _ CABINET W/W/SOLD HARDWOOD OOESD 91D 25mm PLYWOOD GABLE SOLID SURFACE EDGE - _ - - 25mm PLYWOOD GABLE FMATERIAL OSimmU TOTAL _ 1 rn I: n I ( FINISHED ALL SIDES YA TH - :.- -- j THICKNE ) 13mm SOLD SURFACE MATERIAL 57mm TOTAL C y I _..... _-..��-�_� ( THICKNESS) 65 t I `: 0 900mm LONG POST ANODIZED '._ . - I - TYPICAL DRAWER CONSTRUCTION 79mm MAPLE VENEER PLYWOOD I` m 3mm THICK BREAKFORM ALUMINUM 1 BALTIC BIRCH BOXES 500 I CABINET W/ALL EXPOSED EDGES _ 7 < - o° W/19m MAPLE VENEER FRONTS .: z m� FINISHED W/SOLID HARDWOOD ” - `+' °'F' 25mm PLYWOOD GABLE v.. _� - ON FULL E%TENTION BALL BEARING < I 79mm MAPLE VENEER PLYWOOD DOOR 25mm PLYWOOD GABLE ✓-- a ° HARDWOOD EDGES AROUND FlNISHED ALL SIDES WITH _ - a z ',L- - Ti.- -_- 310 I I I I'I ' I 1 _ W/COCEALED HINGES AND LOCK a FlNISHED ALL SIDES WITH r DRAWER GLIDES - 2F: I I 1 I I I I MATERIAL(5 mm TOTAL `' s' - „ -„?" w _ I - />/ CW/STAINLESS STEEL D PULLS - �,;' I 1 I i 73mm SOLID SURFACE I '`a } x z o MATERIAL(57mm TOTAL . L -- -----------J if / / -J FACE O DRAWERS I III 4. I i I THICKNESS) tr - THICKNESS) WHEN FULLY CLOSED TO WITH FRONT EDGE OF TOP � II HEAVY DUTY CASTER -I IJ __ -il--_L,—I?-' HEAVY DUTY CASTER ry / W/BRAKE MECHANISM 79mm SOLID HARDWOOD BASEBOARD --- W BRAKE MECHANISM REFER TO SPECIFICATION 06400 ENDGRAIN O SASE BOARD ---L--L-- —' REFER TO SPECIFICATION 06400 ( )� SET FLUSH WITH MAPLE VENNER PLY ---- -- GABLE OF DRAWER CASEWORK SET DRAWER FACE EDGE FLUSH Information Point 129 Elevation 'NTH FACE O CASEWORK GABLE �81 10 Information Point 129-Elevation 12 Information Point 129-Section 1g MOBILE BOOK DROP 2p MOBILE BOOK DROP A501 1:10 A501 1:10 Awl 1:10 Awt 1:10 awl O 79mm SOLID MAPLE BASE 95 RETRACTABLE SKIRT _ 95 79mm MAPLE VENEER DRAWER FRONTS WITH 6mm SOLID HARDWOOD _ EDGE ALL AROUND 19"'m MAPLE VENEER PLYWOOD DRAWER CASEWORK I _: _ _ _~ --_ SOLID SURFACE GABLE 13mmSDUD SURFACE SKIRT POCKET ON 25mm 73mmSOVENN EER COR SURFACE ON 25 VENEER CORE 25­ Illi PLYWOOD PLYWOOD ALUMINUM RUNNING RAIL CII 15 CW TH 51mm DEEP 15 SOLID H Fmm DEEP MOUNTED TO SKIRT POCKET II ADJUSTABLE TABLE TOP MECHANISM W/ 501 SOLID SURFACE EDGE 501 SOLID SURFACE EDGE BLOCKING W/PLASTIC GUIDE MOUNTED TD BOTTOM EDGE OF TOP CRANK KIT,FOOT ASSEMBLY APPLY 73mm SOLID _ 675 RETRACTING SKIRT AND CASTERS SURFACE MATERIAL TO TYPICAL FINISH FULL DEPTH OF HOLE W TYPICAL_ TYPICAL REFER TO SPECIFICATION 06400 BOTTOM O TOP / .___ -_...________ Plan Detail- Information Point 129 ! TYPICAL WOOD SILL BEYOND DRYWALL RENRN EO- E -- r --- Awt 1:5 I �" PLYWOOD JAMB BEYOND AT WINDOW JAMB 1220 125mm X 50mm CABLE CHASE MECHANISM OUTRIGGERS CUT INTO SOUR SURFACE 1220 POLISH EDGES TYPICAL L AND HEAD 235 J ZI I 1; I WHERE WALLS ARE O. SOLID SURFACE 1 �. FINISH W GWB �.^'^"1�S"�� .-_ .. C-BEAM/DRIVESHAF7 F REFER,.. T,.,:,.:,.. .+,+ REFER TO SPECIFICATION - _ -__ _ _ I1, 73mm MAPLE I I I 1 kr Re BiOdMg ued Feb 1f,2008 ROUTER 125mm x 50mm 1 t � VdRI$ II', II VENEER PLYWOOD �✓— TYPICAL WOOD SILL 06400 `J T� 79 1 /saved yor render 2008 �. O BLOCK WALL f--VARIES t6mm VENEER PLYWOOD W/GWS FINISH Rewmn D.saHPUOn Doee 7ir •t CABLE CHASE FINISH HOLE - 7�+5 '�-. - _-rV• Ta,: ry PENCIL DRAWER r -/ 1 m SOLID M _ LAMINATED TO VARIES—mil'- ®BLOCK WALL (Jg j',r TPICAL W000 SILL - I 6" - r 26m MAPLE (.. SIMILAR AT WINDOW HEAD 28mm SOLID MAPLE Pro W/SOLID SURFACE i•, '� .I REFER TO 10 ----(, i'_ I F I kct MATERIAL ' ADJUSTABLE TABLE TOP MECHANISM w p Newcastle Library SPECIFICATION 06400 / I 6{r I N TOP CRANK KIT.ASSIEMBL M ADJUSTABLE TABLE TOP AND CASTERS y ry (Tender#CL2008-7) T. MECHANISM W B60t REFER TO SPECIFICATION OCASTERS i --1 N r TOP CRANK KIT, MAPLE SOLID ___.. ! r 1 ry - �FlNISH DRYWALL Lornuon DRAWER FOANDR�MBLY REFER TO SPEGFlCACIL 06400 g _ _ f j TO SILL WITH 73mm 150 King Avenue 73mm SOLID SURFACE �. a / TOP ON 25mm PLYWOOD N.—t/e, Ontado BACKER 1;- �': ALUMINUM REVEAL TRIM RELIEF CURES IN 116 1N5 ,f t • SPECIFICATION 06400 plant BACK SIDE i r - f - Municipality of Clarington 11 NOTE: HEIGHT TO III I Orawinq sso Millwork Details BE 90mm WHERE INSTALLED AS FLUSH BASE. 13 Information Point 126-Plan 14 Information Point 126 -Elevation 15 Information Point 126-Elevation 16 Typical Baseboard 22 Typical Window Sill-At Bbck 23- Typical Window Jamb and Head-At Block T ical Window Sill-At Drywall 24 YP MA's Drawn by Dofa A501 1:10 Awt 1:10 A501 1:10 Awi 1:2 A501 1:5 Awl 1:5 Awl 1:5 I F br y 11,1008 FAa Noms By Suaerwtlea Si 0633-501 5021 al Protect/ Drawing Number #CL2008-7 Project/ RaNebn/ 0633 12 1 Shoolts end Zaback Architects Ltd. �o AS50q r2-Y-3'\ r2 3 z OF CH'iT: TYPICAL DESK TOP 13mm SOLID SURFACE ON 5 OAliS G`. t(vlr ;lei•rr$E :r;7,+4 =-''.' - - w4 FxX>:�'d� •,i h}".1Wy ;;:pry: „, 25mm VENEER CORE PLYWOOD c/w 51mm DEEP R� t962 6000 SURFACE EDGE AND 88mm RETURN ON ayb2 r +` k _ u/s IXJ CONTINUOUS 38X38%6.4 PAINTED STEEL 502 `t ANGLE FRAME W/25X25X3.2 X 50—LONG CLIP ANGLES AT EACH OUTRIGGER FRONT AND BACK ' - - - -_ _ �� � 4800 ' 9 .Ontario K7K 127 �- 4 Cataro9ul Street Suite 20b TIKi CATS OF P ACTT N0.2438 a-maA ma 0776rch cam R tel(B13)611 0176 fax(613)541-0801 � "' _ �� # 'G T '& •.b:k+a.'.�. _ 150 1500 1500 - 1500 150 ThY b a oopyH9A dr.1t antl tlulgn antl Nall nol be used. d a Permiaelan.Tne Y ducetl reMaed wllhout wrlltan or tractor eha11 check and rent all dMenalt. antl report pll - emon antl amlulona to the era tI. rler to Mth work.These tlrawinge ar not to Ee scaled Any denouon r-;-T X11 m a naruauon rrom me mromnauon shown on tne.e dm.age r r r r wAhcut-1—a -1 or the A-1-1 la.defy ma - SECTION OF SEAT L_J __.��-.�,.�..�,_,.:....✓.__�. _...�._._�.._____..��._u_. ._..:._... �___._:z�....._... s.��_.:�_..�.,_.�_.._...1_:..1:.a.... _ Roney Enaineerina O BE REMOVABLE 1 , FOR ACCESS TO 50 - I CONTROL VALVES 9 Structural Engineers FOR INFLOOR HEATING SYSTEM 1,, I I - j �I soa Puny Mua Dr. Kingston Ontario K7M 3M9 COORDINATE ON SITE - I !I ronygako..nel.(0 613 542 3 2 EXTENT OF SEAT 'I Ir�l 12 Irri I Atira Engineering NECCESSARY FOR THIS III --Ci .502 - I� II III Mechanical and Electrical Engineers 3 Childrens House 132 Window Seat-Plan TYPICAL GABLE W/ 11 y j II _A Hiakean Shut,Kingston ontarlo K7K 2N8 111�u STEEL OUTRIGGER ASSEMBLY 'I - 7+I 13 mml9elka engeom.(l)st3-5I8-1Le0 ---- -------------- — --- --------------N ----------------- -------' --- --------- ------ ---------------------- 0 Cosign Engineering Inc. _.... ___ ._r .11• Civil Engineers A502 1:25 3. m ...- ..._... _...-,. .. v J�II 633 Narrle Court.Suite 3:Kingston,onlario K7P 2R9 ]J _ _ � Jocoelyngl.oa.net,(t)613-634-0218 �' __`-_._.._ _ �� ._._.._'.:._..�_ •:....:.: _ _,._.:. _., '..Ll1 Jib __;�._. ._:.__ter _r�..:..-;v. .._ _.;:.. _•__,__.. ._. __ -_"T r�'�...._- __ __ '_ N , I TYPICAL DESK BACK PANEL 25mm MAPLE VENEER PLYWOOD c/w 6mm SOLID HARDWOOD EDGING ON ALL SIDES ON CONTINUOUS 38%38X6.4 PAINTED STEEL ANGLE FRAME W/ 25X25%3.2 X Sam LONG CUP ANGLES AT GENERAL NOTES EACH OUTRIGGER FRONT AND BACK t ALL.BIl�.ELEME X9 FAIOWN ARE BUPPL® ;Y {� BY B3SRON 06600 FOR l6rALLATiON BY 05400 eStudy 136-Computer Bar Plan A502 1:10 ATTACH DESK BACK TO PAINTED STEEL FRAME WITH 4ki:.^ s'i'a` .1'Tiz-: q' �C'rtn, .tiL ..t'?t. ,2 tl7r COUNTERSUNK TYPICAL DESK TOP BEYOND 2 50 PAI�JTED STEEL -- — -- --- -- 38 X 38 STEEL ANGLE FRAME #�—- 5 UCTURE W 2 155 2 3 _ 414 1 a �2 4800 Ij 24001 1 1s0 1500 1500 1500 150 m 3 I I I 1 'HINTED STEEL AND MAPLE - / r 2 \ _-_ _-- ___ __. _.___ _____ ____ _-- __-_ _--__ ______ ____-- _ I` VENEER PLYWOOD BEYOND i / ! i \�� -_ _ _ _ __ -- - - _ __ _ _._ _ ___ ___ _ _ __ --_. _ __ _ _ __ __ -- I I _ - - _ - - - - - - - PAI TED STEEL STRUCTURE "`J ei lijl I I I 11:311 203 X 203 H S BEYOND l 7 � i / Y 2 7 -t _— - _ I l — j i it I „Ili SOLID APLE SEAT - - �AND BACK I �, i I I. J STEELPLATE TO ED E FACE SIDE 50 u ONPALL E%P SED EDGES 100 _ �I .2720 _ _ -�, too - ME OF P CYN'OOGAIBLE ll lIIh'� wo PANEL W/SET IN 0—FROM = _-` _ W/ N __ _- _ I = EDGE OF BEAT BACK - - I Ily I STAINLESS SCREW Illd I - I i jl;il MAPLE VENEER PLYWOOD � - - I II ~ / ASE FRONT TYPICAL - __ W/SDIJD HARDWOOD -� _ ry, / III SDmm MAPLE VENEER - PLYWOOD GABLE WITH ON EXP Sm EDGER I !JI / - SOLID HARDWOOD EDGE 1 II "VERiABRA' % ! ROUND CABLE MANAGEMENT SOLD MAPLE / i ---- BASEBDARD f_1Ir' REFER TO SPECIFICATION 1400 VENEEq(PLYWOOD BACK PANEL ID mm MAPLE oAL Bmm SOLID HARDWOOD EDGING ON ALL SIDES ON CONTINUOUS 38%38%6.4 PAINTED STEEL ANGLE FRAME W/ Stud 136-Computer Bar-Elevation 3mm POST ANOODIZED Childrens House 132- Window Seat-Elevation 25%25X3.2 X 50—LONG CLIP ANGLES AT 10 y P BREAKFORM ALUMINUM --�- 2 EACH OUTRIGGER FRONT AND BACK A502 1:10 CABLE TRAY BEYOND c/w i. - j / 502 A502 1:25 THREE UPC POWER SUPPLIES L 1 16 I I i 50 / TYPICAL DESK TOP 13—SOLID SURFACE ON TYPCIAL DESK TOP ON CONTINUOUS 25mm VENEER CORE PLYWOOD /w 51 mm DEEP 38X38%6.4 CONTINUOUS PAINTED STEEL I ' SOLID SURFACE EDGE AND 88 mm RETURN ON ANGLE FRAME PLAM ON 19mm /s ON CONTINUOUS 3BX38X6.4 PAINTED STEEL VENEER CORE PLYWODD ANGLE AME W/25X25%3.2 X 50—LONG CLIP `� 25 X 25 X 3.2 X 50mm LONG {I 1 FINISH FRONT EDGE W/ ANGLES AT EACH OUTRIGGER FRONT AND BACK CUP ANGLE 1 EACH SIDE OF OUTRIGGER - I / 1 SOLID HARDWOOD EDGE o uT 3Bmm CONTINUOUS -= 1 1 2440 PAINTED STEEL IT OSECTIONEOUTRIGG RICK ' STEEL ANGLE FRAME f' / MECHANICALLY ATTACHED / 95� 750 750 76095 I t5 / / REFER TO TYPICAL SECTION 1 19mm SOLID HARDWOOD CAP I 5➢Z av 'I TO CUP ANGLES r FOR PROFILE `� i I f �Ili1 p I POST ANNODIZED 3— THAN UAL BOARDS WIDE rL� _-_.-_ �r1 __.. ...__x,11 ,_..-_.. rl� Ir ICI BREAK FORM ALUMINUM CABLE TRAY 25mm BACK PANEL III / 5 I I (VENEER ORE PLYNOOD BE NO MORE -__ _ .�:... .L.. _ _- j p I...ij ATTACHED TO PLYWOOD GABLE WITH { / THAN SOLID MAPLE SEAT BACK 'r i I, CONCEALED ALP ANGLES ---'" BLOCKING 0 300m O.C. �' III Ir ANNODIZED ALUMINUM CLIP ANGLE -NO EXPOSED PANELS mGES FINISHED Iii ( I_'I m Till III - I CABLE TRAY ALUMINUM \ VENEER CORE PLYWOOD W/ POST ANNODILU 3mm , SDmm MAPLE VENEER PLYWOOOD GABLE PI CABLE TRAY W/19mm%50mm SOLID HARDWOOD EDGE ,III HIDDEN FOR CLARITY W/6mm SOLD HARDWOOD EDGE / / o _ _- ) j S r 1 Ir-,I i•-'� j I, VENEER TO BE QUARTER CUT/SUP MATCH - REFER TO 15/502 l _ �i I P s aT J / II. ;I �. ;I ----- 430—%75mm X 6mm 13 rI;I II ____-__._ PBINJED STEEL PLATE INTEGRAL v> TO BE N� 38 m BOLD MA LE j1 y WITH SCREW MORE FASTENERS Ir k STEEL OUTRIGG[P.ASBEM6LY TO STEEL T SECTION < I J i THAN mmOWDE — PIGAL GABLE W— ____________ _______ { MAKE A SECTION REM OVABLE r( r n ¶ ,I, :.I PAINTED STEEL T SECTION a II I i� I l I /•� f I -1 I I FOR ACCESS HEATING L_I-_____.__.___.-_ __--._.. _....L._Jl _-_..... _._..__.__. _._.-. III 100mm%150mm 1 ACCESS TO CONTROL VALVES 1{l} -'lt'J li _ I,-II I II,.._ r I I :I FIRMLY ANCHORED TO FLOOR PRIOR TO FABRICATION 1 1 - -___-t I -- ---- -- ------, 1 i LET INTO BASE N �BY SOLID j ° .: C GABLE HARDWOOD EDGE E SECURE GABLE TO STEEL T SECTION WITH _ 13mm STAINLESS STEEL THREADED ROD III 19mm X SDmm SOLID MAPLE / AND ACORN STYLE NUTS OVERSIZE HOLES IN STEEL T SECTION / I I — / # TYPICAL DESK BACK PANEL 25mm MAPLE hil, TO RELIEVE CAST IN PLACE ANCHOR BOLTS. SECURE WITH ACORN STYLE I n� :. III VE EER PLYWOOD c w 6mm SOLID HARDWOOD CLEAT TO SSUPP RT EDGING ON ALL SIDES ON CONTINUOUS STAINLESS STEEL NUT I LE 0 T'Jy II I REMOVABLLEE SECTION OF SEAT 3X38%6.4 PAINTED STEEL ANGLE FRAME W/ 5%25X3.2 X 50—LONG CUP ANGLES AT SiAINLE55 STEEL 1 II EACH OUTRIGGER FRONT AND BACK 150 ANCHOR BOLTS CAST INTO CONCRETE CORDINATE WITH ll o INFLOOR HEATING LOOPS 11 Study 139 Computer Bar Plan 12 Typical Gable-Section Detail 13 Typical Slgc'lion 19mm MAPLE VENEER PLYWOOD ON BLOCKING. A502 1:10 ASD2 1:5 A502 1:10 FINISH ALL EDGES W/ 1 6mm SOLID HARDWOOD 19mm SOLID MAPLE BASEBOARD L-- TYPICAL DESK BACK PANEL 25mm MAPLE VENEER PLYWOOD c/w 6mm SOLID HARDWOOD 13 l ! EDGING ON ALL SIDES ON CONTINUDUS ATTACH DESK BACK TO PAINTED STEEL FRAME 38%38X6.4 PAINTED STEEL ANGLE FRAME W/ _ WITH COUNTERSUNK 1 25%25X3.2 X 50mm LONG CUP ANGLES AT 1 Children House 132- Window Seat-Section 5 Childrens House 132- Window Seat-Section Detail STAINLESS FLATHEAD SCREWS EACH OUTRIGGER FRONT AND BACK TYPICAL DESK TOP 13mm SOUD SURFACE ON DESK TOP BEYOND 76 25mm VENEER CORE PLYWOOD /w 51mm DEEP 740 A502 1:10 A502 1:5 50 1 SOUD SURFACE EDGE AND 88mm RETURN ON 47:- 3B X 38 STEEL ANGLE FRAME u/s ON CONTINUOUS 3BX3BX6.4 PAINTED STEEL 100 5401 DO ANGLE FRAME W/25X25%3.2%SDmm LONG CUP 2440 1 ANGLES AT EACH OUTRIGGER FRONT AND BACK 19mm MAPLE VENEER PLYWOOD BS ED. E0. 90 PAINTED a I WINDOW SURROUND GABLE STEEL OUTRIGGER o a ' W/10—SOLID.HARDWOOD ON EDGES T-SECTION NOUTR GGER 8 _ - ALL AROUND WITH Sdnm LON ---- 12mm MAPLE VENEER PLYV400D 680 ;I 25X25 CLIP ANGLES I:ll 1 -,r-150 2 R—d and/sued Feb 11,20014 COPED TO STEEL,SET BACK 3Bmm __ 50 1 /slued Sl Tender 2006 TYPICAL GABLE n W/SOLID MAPLE BLOCKING I I I Ax Re-B dd g - — L L- TYPICAL 2- n ''k-" 15 I` _ 3Bmm MAPLE VENEER PLYWOOD -_ _ _ J,_ �1 III VENEERS LID GABLE m o _ =77i ',.L:�.__ ..:�_,. _ YYIOOD GABLE : J^ �a• ___ Zvi �3 4' r$ i W/19mmEDGE ALL R HARDWOOD Rawlon O.wlptlon Dote 10 MIN. 10 MIN I IN DOW SURROUND GABLE I I _ ..� _ _____________ I I __ ___ -___� I I III POST ANNODIZED 3mm f o Pro}at i I�J - i � I:1 I I I I CABLE TRAY ALUMINUM I Newcastle Library 414 ALL AROUND CABLE TRAY ATTACHED 65mH DIA.E SLEVE FOR y W 10—SOLD HARDWOOD ON EDGES J-T F- H Hr I 1 1 THROUGH 155 2 3'. xf j �]En II TO GABLE WITH OUCH GABLE FOR de 2008 CABLE CHASE 'I r,JCL —7J ALUMINUM CUP ANGLE BREAKFORMD CABLE . lcrn0on ' u 150 King Avenue STEEL STRUCTURE I CONFIRM EXACT LOCATION I. 1 FABRICATINGONILLWDRK �, -r I Newcgst/e,Ont— Children House 132- Window Surround-Gable Section -': i 1 I PRIMED AHD PAINTED LIB 1N5 A502 1:10 MECHANICALLY ATTACH Y. III II I STEEL T-SECTION anent TO EDGE FACE '1 1 LET INTO BASE OF Municipality of C/arington II O OF PLYWOOD GABLE /I 111 " BOLTED ENTIRE 11^, W/COUNTERSUNK _ II,. ASSEMBLY TO FLOOR 19mm MAPLE VENEER PLYWOOD �I VFNDOW1 SURROUND GABLE STAINLESS SCREW I I� W/tOmm SOLID HARDWOOD ON EDGES I: I �_ - II Orormg ALL AROUND �- r Millwork Details 75mm X 360mm STEEL PLATE ROUND CABLE MANAGEMENT) WELDED TO BACK OF 36mm MAPLE VENEER PLYWOOD OUTRIGGER T SECTION WINDOW SURROUND GABLE TYPICAL TYPICAL GRIND ALL WELDS SMOOTH REFER TO SPECIFlCATIN 6400 W/10mm SOLID HARDWOOD ON EDGES P�YWOOD GPJ3LE W71H PRIME AND PAINT ALL AROUND SOLD HARDWOOD EDGE 390 3mm POST ANOODIZED r TYPICAL DESK BACK PANEL 25mm MAPLE BREAKFORM ALUMINUM y BEYOND _ VENEER PLYWOOD c/w 6mm SOLID HARDWOOD I Febryary 77,2P08 155 637 CABLE TRAY dawn b Dale I EDGING ON ALL SIDES ON CONTINUOUS CW/TWO UPC POWER SUPPLUES I 38%38X6.4 PAINTED STEEL ANGLE FRAME W/ I Flle Nome Supenatlu Supmseded By j 25X25%3.2%50—LONG CUP ANGLES AT 0633-501 Sol n 0 ing Number EACH OUTRIGGER FRONT AND BACK Dnw �31 Childre House 132 Window Surround{Gable Section 14 Study 139 Computer Bar Elevation 15 Computer Bar Typical Section-Cable Tray Attachment 16 Computer Bar Glut ProJeol Typical Section #CL2008-7 A502 -1:10 - A502 1:10 A502 1:10 A502 1:10 pm*t! 06 R2 ewlon! I/502 33 1 Shoalts and Zaback Architects Ltd. Room Finish Schedule Door Types Frame Types le ML ROOM FLOOR WALLS ca,Ra REMAM ft NDOY Faan WALLS cs.Na ,� Hardware Location W NACU WT FN O lrr. SAE WT FN WT RN M W WANE WT RN OIBCC B/tE WT RN WT RN Kr. DOOR DOOR DOOR DOOR DOOR DOOR R.A' S.O•V.T6 WDTH WIDTH WITH WIDTH WITH WIDTH Dia ram t00 VESTIBULE CONC PST EAST - CB SEAL GB-1 PT 2340 - RECESSED ENTRANCE MAT. 125 STUDY CONC CPT EAST WD GB-1 PT ACT - 2800 - INSTALL WOOD BLOCKING IN WALLS AS REQUIRED TO SUPPORT O 9 150 68 ED 450 ED 68 6 SOUTH - ACW - GB-1 PT 3600 SOUTH WD O,g_f PT MILLWORK ' � TOP OF DOOR CERTIFICATE OF PRACTICE NO.2138 WEST - BR - HEST WD GB-1 PT 225 4 c.ta ELI so-e.Suite 206 Kinq.vn,Ontadv-In NORTH - ACW - NORTH WD W-1 PT A.y, 1' 7 ;'''I» e dD:man•szarM.mm HINGE '.(613)341-OTl6 ImQ813)541-OB04 1140(CENTRE OF PUSH PLATE) Thla le o v� 9ht drowNq and deign and.,all t b•u..d. 101 LOBBY CONIC PST EAST - CB SEAL GB-7 PT VAR. - MILLWORK LATTICE ABOVE. 726 INFORMATION POINT CONIC CPT EAST - - - ACT - 3000 - ACCENT CARPET.SEE FLOOR FINISH (: = T i"1f4y .*� �reaua.d ravl•ed oithvuwritten parmN.on�Thc SOUTH - - - ES PT - - WOOD PANELS AT STEEL COLUMNS. SOUTH N9 GB-1 PT ES PT _ ��AND SPECIFICATION SECTION Y'1 �?, G3 I t!� li d leion•to fhs arMlt«t prior to cammenclnq SEE DETAILS 09680 t p1 EQUAL vector ehan M1ec4 a Iy all dmsneNr,. ayrpon.i 1 wIN werx.Thse drawinga are no'la b•.col•6 An de.V (SEE F ilf �,Y S 1' 1 f. MNauttw Rt approval of the ArMIt«t i••d.Y the draMnq• 1 �r ++��4,,,, •Y =xft rupm•Ip IItY et the Conatrvctx. WEST - - - GB-1 PT 2340 WEST WD CB SEAL GB-1 PT 2400 w M�4 tiKr i `+`/' N .;r1z; - w El tAJ s y+Aa 1 T HINGE 1060(CENTRE OF LINE Roney Engineering NORTH WD GB-1 PT NORTH WD GB-1 PT S'V '^F PUSH ULL BAR m q� 0 0 71 /P ) Structural Engineers 41 Y.; {•, 7 GOD Purdy MINe Dr.,Mngetan Ontarty K7N]Mg 102 CORRIDOR CONIC PST EAST PST GB-1 PT GB-1 PT 3600 - INSTALL WOOD BLOCKING IN EAST 127 OPAC CONC CPT EAST - - - GB-1 PT 3000 - ACCENT CARPET.SEE FLOOR FINISH /N(. 6 1 _ N "4 ror,•ygako..nat.(t)Bt3-542-wq2 AND WEST WALLS AT 2150 AFF PLAN AND SPECIFICATION SECTION Tm1a1,1 �� p EQUAL Atira Engineering SOUTH _ _ _ (300mm WIDE) _ 096808 _ 702D(CENTRE UNE OF Mechanical and Electrical Engineers SOUTH WI) GB-1 PT ES PT '7 L• 1 WEST PST GB-1 PT WEST - - - .khJ,rt-yLr GL R T'' LOCK) 141A Hi.-Street.KIn,.-Ontario KTK 2N8 �:�t'.:� HINGE maDOVtbv enq.cam,(4)613-548-74M NORTH PST GB-1 PT NORTH WD GB-1 PT Josselyn Engineering Inc. 250 Civil Engineers 103 CORRIDOR CONIC PST EAST PST GB-1 PT ACT - 28DO - 128 SERVICE POINT CONC UN0 EAST - - - ACT - 3000 - ACCENT CARPET.SEE FLOOR FINISH rte' FINISHED FLOOR 633 N-1.court,suite 3,Kingston,Onta.K7P 2R9 CPT PLAN AND SPECIFICATION BECTON D1 D2 D3 D4 X F1 1o..rynaKO..net,(t,613-6a4-gz7a SOUTH PST GB-1 PT SOUTH - - - GB-1 PT 2400 09680 WEST PST GB-1 PT WEST - - - ES PT - (DOOR WITH WOOD ALL HARDWARE MOUNTING LOCATIONS SHALL NOTES(WORSCREOOLE). DOOR GRILLE BE AS PER LOCATIONS DIAGRAM AND HELD 1. ALL ALUMINUM DOORS TO HAVE CONTINUOUS NORTH PST GB-1 PT NORTH WD GB-1 PT 450X300),INSTALL CONSISTANT THROUGHOUT THE PROJECT, HINGE. Screen Types WOOD GRILLE SUPPUED UNLESS INDICATED ELSEWHERE IN THE 2. ALL GLAZING IN NON-RATED DOORS AND 104 W/C CONC PST EAST PST GB-2 PST GB-1 PT 2400 - COORDINATE LOCATION AND EXTENT 129 INFORMATION POINT CONC PST EAST - - - - - - - MILLWORK LATTICE ABOVE BY DOOR SUPPLIER ARCHITECTS DRAWINGS,FINISHING HARDWARE FRAMES TO BE TEMPERED(GL-1) OF PST ON WALLS WITH DRAWING (SECTION OB200) SCHEDULE OR AS DIRECTED. 3. CONTRACTOR TO VERIFY THROAT DIMENSIONS SOUTH PST GB-2 PST GB-1 PT 2450 A400 SOUTH - - - ES PT - - WOOD PANELS AT STEEL COLUMNS OF ALL FRAMES PRIOR TO PREPARING SHOP INSTALL WOOD BLOCKING IN WALLS (SEE DETAILS) 3� 1243 3� 1243 3§ 1243 3 1243 J DRAWINGS AND ORDERING.ALL HOLLOW METAL WEST PST GB-2 PT AS REQUIRED TO SUPPORT MILLWORK WEST - - - 08-1 PT ARIE ®°® _ FRAMES TO WRAP AROUND PARTITION UNLESS NOTED OTHERWISE.CLEARLY IDENTIFY THROAT ,VPL VOL - ' VPL ��� -- / / - ._ _ DIMENSIONS ON SHOP DRAWINGS. NORTH PST GB-2 PST NORTH WD GB-1 PT YID SV 5200 / - �' / > - - 4. ALL FRAMES TO HAVE BUTT JOINTS(NOT CB SEAL / / I / MITRED). INDICATE ALL JOINTS ON SHOP 105 SERVICE CONC SEAL EAST - PLY FRI, ES - - - INSTALL CT ON NORTH WALL(AT 130 BROWSING CONC CPT EAST ND CB SEAL ES PT - - MILLWORK LATTICE ABOVE / / / DRAWINGS SINK),EAST AND WEST WALLS - GB-2 IS INSTALLED AT SKYLIGHT l J SOUTH - p y P (BOOmm WIDE)TO 2400 0.f.F. SOUTH - - - GB-1 PT ARIE (SEE A300 SEINE S ORAWNGS) / �1�� �J�' ROIES(fIR/SNSCREDULEJ; ACCENT CARPET.SEE FLOOR FINISH / NEST _ CB SEAL - INSTALL 19mm PLYWOOD ON ALL _ _ _ _ PLAN AND SPECIFICATION SECTION / //� // 1. WHERE WOOD BLOCKING IS NOTED INSTALL PLY FRP (OTHER THAN WALLS WITIi TILE) WEST GB-2 PT 09680 j,' /" - _ .'__ 300mm HIGH BAND WITH TOP AT SPECIFIED CB SEAL WALLS TO 2400 AFF WITH FIRE - WOOD PANELS AT STEEL COLUMNS / - / : % HEIGHT NORTH - RETARDENT PAINT NORTH - - - WD SV 5200 SEE DETAILS -- j 3�. 1043 3,§ 1049 3� 1048 3� 1048 JTTT� 1955 38 2. ALL EXPOSED STEEL STRUCTURE IS TO BE PLY FRP ( ) / i ��i_ /; �- f'f 'rteFlr'f 'P i'r SEALED AND SANDED OF ANY CORROSION, IDS CORRIDOR CONC PST EAST PST GB-1 PT ACT - 2800 - 131 COLLECTION CONC CPT EAST - - - ES PT - - --- - --- _ SPOT PRIMED AND FINISH PAINT COATS GL-5 VPL / / GL_5 GL-5 - (;Z-1 GL-1 WL'f' !/ VPL / ,a / / APPUEO. /, SBa - Sea SBa / 58a - / 3. ALL EXPOSED SERVICES(WHERE PERMITTED) SOUTH - - - ACT - �AREJ 000 ' I /� 4. ARE TO BE SANDED,AND BLOCKING IN WALLS PAINTED. SOUTH PST GB-1 PT / / :j -� / / /... 'i� WEST PST GB-1 PT WEST WI) GB-1 PT GB-1 PT '! / I ! ��/ 'I r REQUIRED FOR WASHROOM ACCESSORIES AND COAT jam ��/ . , / l/� 17�, / '// 1 CONTRAHOOKS/RODS,NOTES ASUSUPP TED THIS NORTH PST GB-i PT NORTH - - - % OWNER ON THESE DRAWINGS. 4 / _,�-- 3 4 5. ALL DOORS AND FRAMES IN OTHERWISE 107 W/C CONC PST EAST PST GB-2 PST GB-1 PT 2400 - COORDINATE LOCATION AND EXTENT 132 CHILDREN'S HOUSE CONC UNO EAST YID GB-1 PT ES PT - -GB-2 IS INSTALLED AT SKYLIGHT(SEE // j /' %'� / J" UNFINISHED SPACES ARE TO BE PAINTED OF PST ON WALLS WITH DRAWING A30D SERIES DRAWINGS / �! r/ ! �/ �� //� /" / !/ HOLLOW METAL OR STAINED AND VARNISHED A400 ) J / . ,l;'i l/, , ;�� �!� l lf;.1 1/./� 1 (HOLLOW ) SOU7N PST GB-2 PST GB-7 PT 2450 SOUTH WI) GB-7 PT ACT - 3000 / // '.f. J/ i (WOOD. INSTALL WOOD BLOCKING IN WALLS / --- - 6. STRUCTURAL BEAMS AND COLUMNS, WEST PST GB-2 PT AS REQUIRED TO SUPPORT MILLWORK NEST WD GB-i PT GB-2 PT - _, /.; / I _ / , l - �' /i / L -'/ _ _ STRUCTURAL DECK,OWSJ ANO EXPOSED VPL VPJ_ YpL, / ypt yp �-�-� -/' �'�'� y�L,1 /' /� %%. SERVICES TO BE PAINTED DIFFERENT COLOURS NORTH PST GB-2 PST NORTH ND GB-7 P7 GB-7 PT • `2b0/3600/4125 n GL-5 WL- n GL-5 GL-5 - -- WL / //,' VPL I - r `/ VPL r' / - VPL // / VPL 108 W/C CONIC PST EAST PST GB-2 PST GB-1 PT 2400 - COORDINATE LOCATION AND EXTENT 133 DISCOVERY AREA CONC CPT EAST - - - ACT - 3000 OF PST ON WALLS WITH DRAWING // / / r � �; �, �� / _. . / / •/ / i �_/ .; AbiroHaNM►b SOUTH PST GB-2 PT GB-1 PT 2450 A40D _ (� / % / l /,�_ j;` f / // i / l T/ / �/ /!'i /` ACT-1 SUSPENDED ACOUSTIC CEILING TILE SOUTH WD CB SEAL ES PT L / r- / �rl/ r/ / r• "r/ / '/J r ./r INSTALL WOOD BLOCKING IN WALLS / / //�j i� / /�� l / I/ l r 1 I / �, /(�� (�_ l / / /l( l/l! l/.'l 1 AC W ALUMINUM CURTAIN WALL NEST PST GB-2 PST AS REQUIRED TO SUPPORT MILLWORK NEST N'D GB-1 PT GB-1 PT 2400 m /� //r/ - /', / / , /f ' L� /'/ .J� /L / l ./, AL ALUMINUM AR.B. ABUSE RESISTANT GYPSUM WALL BOARD NORTH PST GB-2 PST NORRi WD GB-7 PT -- _ --_ ASP ASPHALT G / i VPC / VPC VP C - lGF.7 _' .0 _ "ice- '" _ cl / BR BRICK 109 FAMILY W/C CONIC PST EAST PST GB-2 PT (,'8-1 PT 2400 - COORDINATE LOCATION AND EXTENT 134 A/V COLLECTION CONIC CPT EAST WD GB-t PT ACT - 3000 -ACCENT CARPET.SEE FLOOR FINISH L I CA CLEAR ANNODIZED OF PST ON WALLS'WITH DRAWING PLAN AND SPECIFICATION SECTION 09680 2600 ��. L 2600 , 4 6382 I CS CONCRETE BLOCK SOUTH�ST GB-2 PST GB-1 PT 2450 A40O SOUTH - - - ES PT - C.BRD CEMENT BOARD INSTALL WOOD BLOCKING IN WALLS SC-1 © © CLG CLEAR LAMINATED SAFETY GLASS WEST 3� 1040 3B 622 3b CONC. CONCRETE -2 PST AS REQUIRED TO SUPPORT MILLWORK WET - - - CP CARPET TILE(SEE SPECIFICATION) NORTH GB-2 PST NORTH - - - - -- n GL-1 G._f CRB COVED RUBBER BASE CT MOSAIC CERAMIC TILE,SEE SPECIFICATION 110 PROGRAM ROOM CONC PST EAST WD CB SEAL ES PT - - MILLWORK LATTICE ABOVE 135 READING CONC CPT EAST - - - ES PT - -ACCENT CARPET.SEE FLOOR FINISH SECTION 09310 CPT PLAN AND SPECIFICATION SECTION 09680 GB-1 PT - WOOp PANELS AT STEEL COLUMNS ERP-y ECO-RESIN PANEL FIN FINISH SOUTH WI) WDP LAQ GB-1 PT ARI ( DETAILS) SOUTH WD CB SEAL GB-1 PT 2600 ES EXPOSED STRUCTURE WEST WD CB SEAL - - - _ .STALL WOOD PANELS AT COATS itt NEST WD CB SEAL GB-1 PT 2800 EWD EXPOSED WOOD DECK GB-1 PT AND PROJECTION RECESS.INSTALL FRP FIRE RETARDANT PAINT NORTH WD WDP LAO WD SV 5200 WOOD BLOCKING AS REQUIRED. NORTH - - - � CB-t GYPSUM BOARD 1 117 COATS CONC PST EAST WD GB-1 PT OB-1 PT 2400 - INSTALL WOOD BLOCKING FOR COAT 136 STUDY CONC CPT EAST - - - ES PT - -ACCENT CARPET,SEE FLOOR FINISH 3�j 9DO 400 778 3� 1920 17r 778 400 900 3 800 900 3K§ 777 3� 787 3B 900 3 GB-2 GYPSUM BOARD 2 RACKS AT 160Gmm AFF ON SOUTH PLAN AND SPECIFICATION SECTION 09680 �r 'n 'p! _ GB-3 GYPSUM BOARD 3 SOUTH IND WDP LAO WALL - SOUTH WD CB SEAL GB-1 PT 2600 M1 GL-1 a GWB BEYOND ro n GL GLASS/GLAZING /I ?F%1" ( ) SBq /: GL=1 \ GL-1 GL-1 CL-7 cL-1 \ GL-t / / % i \ \ /' GWI3 GYPSUM BOARD WEST WD GB-1 PT WEST - - - GB-1 PT 2800 / / / �;/ / �/ GW'G GEORGIAN WIRE CLASS NORTH - - - NORTH _ _ _ ! l / /�_ l // 1 / \ // HM HOLLOW METAL / / / / r \\ \\ / HT HEIGHT // LAD LACQUER 112 KITCHENETTE CONIC PST EAST VrD GB-1 PT GB-1 PT 2400 - INSTALL WOOD BLOCKING IN WALLS 137 READING CONC CPT EAST ND CS SEAL ES PT - -ACCENT CARPET.SEE FLOOR FINISH /' \ \ UNO LINOLEUM FLOORING AS REWIRED TO SUPPORT MILLWORK PLAN AND SPECIFICATION SECTION 09680 1 4 / / /'� ! �` �_, 4 \\ 1 \\ 1 MAT MATERIAL SOUTH rWD GB-2 PT SOUTH WD CB SEAL 2600 / � �_- / J r \ \ 7 ///, MRGB MOISTURE RESISTANT GYPSUM BOARD MS METAL SIDING WEST GB-1WEST - - - 2800 / // / / \ \ / No. NUMBER 5 52 OLG OBSCURE LAMINATED SAFETY GLASS NORTH _ _ NORTH _ _ _ \ / /- I- _ / -- / \ PLY PLYWOOD \ GL-7 VPL ,/,= VPL I GL-1 / \ r2 PST PORCELAIN STONE TILE 713 STORAGE CONIC LINO EAST - CB SEAL ACT - ZBDO - SOmm COMPASSO EDGE TRIM AT 138 STUDY CONIC CPT EAST - - - ACT - 3000 - WOOD PANELS AT STEEL COLUMNS j;- \ YPL PT PAINT NORTH EDGE OF ACT / /�' \ SOUTH - CB SEAL GB-1 PT 3600 - (SEE DETAILS) `\ SOUTH WD CB SEAL ES PT PWP PROTECTIVE WALL PANEL,REFER TO I SPECIFICATION SECTION 10000. WEST - CB SEAL NEST - - - \\\ i /-� / �� / ;�, / \ \\ REF RESILIENT EXERCISE FLOORING,SEE SPEC. SECTION 09678. NORTH - CB SEAL NORTH - - - \� I/ !i'.. / is jL- // - -- SEAL SEALER(TO SUIT SUBSTRATE) \ ) SG SECURITY GLAZING 114 WORK ROOM CONC LINO EAST WD CB SEAL ACT - 2800 - 50mm COMPASSO EDGE TRIM AT 139 STUDY CONIC CPT EAST WD CB SEAL GB-1 PT VARIES MILL WORK LATTICE ABOVE c 1251 \ /r - / 1757 / 123. 102 \ SKY SKYLIGHT NORTH EDGE OF ACT - GEE IS INSTALLED AT SKYLIGHT �''' WaV 7 KAL' SOUTH r GB-1 PT GB-1 PT 3500 SOUTH - - - ES PT - (SEE A300 SERIES DRAWINGS) 900�Y ��yt WL SLW SLAT WALL WOOD PANELS AT STEEL COLUMNS 6380 618 1914 38. L 2640 `' I,L 1040 1776 6 ST STEEL WEST CB SEAL WEST - - - GB-2 PT - (SEE DETAILS) L, SV STAIN AND VARNISH ACCENT CARPET.SEE FLOOR FINISH C-4 © © © VCT TEN�CSEALERTE TILE NORTH GB-7 PT NORTH - - - ND SV 5200 PLAN AND SPECIFICATION SECTION 09680 VPL HARDWOOD VENEER PANEL 775 CORRIDOR CONIC LINO EAST WD CB SEAL ACT - 2800 - GB BULKHEAD IN LINE WTH WALLS 140 LIVING ROOM CONC CPT EAST WD CB SEAL ES PT - -MILLWORK LATTICE ABOVE Frame and Screen Sections WD WOOD -FIRE PLACE"CHIMNEY"WIT}i BRICK, WDP WOOD PANEL SOUTH WD CB SEAL GS-1 PT 2400 PST SOUTH VN VEIR LAQ GS-1 PT ARIE GRANITE AND WOOD PANELS WR.GWB WATER RESISTANT GYPSUM WALL BOARD WOOD PANELS AT STEEL COLUMNS WTS WATERPROOF TRAFFIC SURFACE WEST WD CB SEAL WEST WD CB SEAL WD SV 5200 (SEE DETAILS) VAR VARIES ACCENT CARPET.SEE FLOOR FINISH EASE BELOW, BASE BELOW, SCREEN OPENING 30 PLAN AND SPECIFICATION SECTION 09680 NORTH YID CB SEAL NORTH _ _ _ CHAMFER EDGE 12Al2mm REVEAL CHAMFER EDGE 12A j! REVEAL SaNEEN TYPES AT REVEAL TRIM(TWICAL) 12 33 DOOR WD/H AT REVEAL TRIM(TYPICAL) 12 38 SCREEN OPENING SCREEN OPE1/1NG 38 SCREEN OPENING 116 CORRIDOR CONC UNO EAST WD CB SEAL ACT - 2800 - GB BULKHEAD IN LINE WITH WALLS 141 COPIER CONC CPT EAST ND GB-1 PT GB-1 PT 2400 -SEE MILLWORK DRAWINGS FOR FRAME SEE SCHEDULE - --_---- SEE SCREEN SEE SCREII!1YPE5 SEE SCREEN TYPES AND WALL PANELS I SOUTH WD CB SEAL GB-1 PT 2400 SOUTH _ _ _ -. l • -. j''jI. //j / / -ACCENT CARPET.SEE FLOOR FI NISH PLAN AND SPECIFICATION SECTION 09680 NEST WD CB SEAL NEST WD GB-1 PT / �' I� NORTH WD CB SEAL NORTH Wp GB-1 PT / / / n TO STUDS BEHIND ^ TO STUDS BEHIND 12K19mm STOP / ANCHOR FRAME ANCHOR FRAME // STOPS STOPS (TYPICAL) r 117 W/C CONIC UNO EAST PST GEE PST GB-1 PT 2400 - COORDINATE LOCATION AND EXTENT 200 GAS METER ALCOVE CONC - EAST - BR - MS - 1200 -EXTERIOR ALCOVE OF PST ON WALLS WITH DRAWING SOUTH PST GB-2 PT GB-1 PT 2450 A400 SOUTH - BR - / \ L -/ /' / GLAZING SEE / NEST PST GB-2 PST - INSTALL WOOD BLOCKING IN WALLS - _ �/ Ez l \\ \ ', a SCKED+TYPES FOR AS REWIRED TO SUPPORT NEST BR _ J1 µ[E N / G�/I � OL,L2ING THE ON NORTH PST GB-2 PST MILLWORK NORTH - BR - €�\ \ \\\ / // q/ ALL gar) T7 118 VESTIBULE CONIC SEAL EAST PST CB SEAL GB-7 PT 3600 - SOmm COMPASSO EDGE TRIM AT STEEL STUD PARTITM.. [GLAZING.SEE GLALNG,SEE (XA21NG SEE Door Schedule _ 3,E�S,uD TI UMS . �TYPES`� 6�TYPES IN SCREEN TYPES(ST BE HARDWOOD NORTH AND WEST mGE OF ACT INSTALL CONTIN"S WOOD SOUTH PST CB SEAL ACT - 2800 DOORSNMO �SDES aF OOR,SEE INSTALL tX1NTINUWS WOOD NAIQUAL(SET IN MATEAWL(SET gl NPTEPoAL(TIT IN � SEE S.N^FDULE BLOCKY 0 ON ALL SIDES OF GLADNC TAPE ON GLAZING TAPE ON GLAZING TAPE BN j Pte, VENEER DOORS AND SCREENS ALL SIDES) ALL SIDES) ALL SBES) SCREEN TYPES SOUR HARDWOOD 1CREE14 STOP(TYPICAL)SOUD NEST PST CB SEAL at me OOO( � ' FRAMEE CORNaS FRAME.EASE FRAME EASE ALL WOOS`W S 1 S2 SOLD" CORNERS S3 ��G S4 SgKD HARDWOOD L EXPOSED FRAME, NORTH PST CB SEAL �D WT EASE ALL O 100.1 - D2 AL CA SEE REMARKS • 0 AL CA • • W21 -SEE WINDOW SCHEDULE FOR SIZE coRNEts 119 KITCHENETTE CONC LINO EAST WD GB-1 PT GS-1 PT 2400 - INSTALL WOOD BLOCKING IN WALLS -AUTOMATIC DOOR OPERATOR AS REQUIRED TO SUPPORT 100.2 - 02 AL CA SEE REMARKS • O2 AL CA • • W21 _SEE AS DOOR HEDULE FOR SIZE ON STUD FRAMING MILLWORK WOOD BLOCKING( gulp SOUTH WD GB-2 PT ACT - 2800 -SEE WINDOW SCHEDULE FOR SIZE SECURED TO STUD 100.3 - 02 AL CA SEE REMARKS • - AL CA • - Y122 -AUTOMATIC SUDING ENTRANCE- WOOD BLOCKING SECTION 05640 WEST WD G8-i PT TO TO / /// WOOD 16mm GYPSUM BOMO 1027 - D3 WD SV 1040%2350 • - WI) SV - - SC7 - CONCRETE /// 12a12mm REVEAL ;Oros 5 BLOCKING- SECURED ON STUD FftANING NORTH - - 1022 - - - - 1800 X 3538 - - WD SV - - fl -STOP SS FRAME j / TRIM(TYPICN.) / 120 STAFF ROOM CONIC CPT EAST ND GB-1 PT ACT - 2600 - 5Dmm COMPASSO EDGE TRIM AT 103.1 - - - - 1200 X 2400 - - WD SV - - F7 -STOPLESS FRAME / � NORTH AND NEST EDGE OF ACT SOUTH 110 - - GB-1 PT 3600 104.1 - D4 IND SV 900 X 2150 - - ND SV - - F1 -GRILL SUPPLIED AND INSTALLED BY DOOR HAFNWpOD VENEER -SUPPUER SECTION 08200 pµF�SEE NEST WD GB-1 PT 105.1 45 Di WD SV 900 X 2150 - - HM PT - - fl _ / SAN TYPES / - HARDWOOD VENEER / 106.1 - - - - 1200 X 2400 - - WD SV - - M -STOPLESS FRAME / / (TYPICAL STOP pS�TYPES SEE NORTH WD GB-1 PT t2Kl•nm STOP(TYPICAL) 107.1 - D4 ND SV 900%2150 - - 110 SV - - F7 -GRILL SUPPLIED AND INSTALLED BY DOOR I/ SUPPLIER SECTION DEE 121 MECH./ELEC. CONC SEAL EAST - CB dSEALL ES - - - PAINTED STEEL LADDER -GRILL SUPPLIED AND INSTALLED BY DOOR / WOOD BLOC�Nc 106.1 - D4 WD SV 900 X 2150 - - WD SV - - F7 SUPPLIER(SECTION 082D0Y.AUTOMATIC lfimm GYPSUM BOMN //i (roS111on5 sEaRED SOUTH WD GB-1 bD SCREEN OPENING 3B t2 OPENER(POWER AND CON UI7S IN /; 1p CONTRACTOPERATOR BY CASH ALLOWANCE BOR ETI_ES SiFEI SNO FRAMING.NEST - CB GRILL SUPPUED AND INSTALLED BY DOOR INSTA31 it CoNTgNUL SI NUW BLOCK 108.1 - D4 WD SV 900 X 2150 - - ND SV - - F7 SUPPLIER(SECTION 08200).AUTOMATIC 72Hgrq,g o0oR5 ANO SCREENSar cF ' 2 MRtlg FM 11,2008 OPENER(POKER AND CONDUITS IN STOP 12A2mm REVEAL V 1 /ssue0 Iw Tdei 2003 NORTH - Gfi CONTRACT,OPERATOR BY CASH ALLOWANCE (7YpICaL TRIM 7YRC01 / / SOILED HARDWDOD (TYPICAL) FRAME.EASE ALL R-1- D• nptb pvte 110.1 - D1 AL CA SEE REMARKS - - ND SV - - W3 'SEE WINDOW SCHEDULE FOR SIZE HATNWDOD VENFEN SOLD HARDWOOD FRAME.ADJUST 'SFE SCREEN / EXPOSED CORNERS 122 IT CLOSET CONIC UNO EAST WD C9 SEAL ES - - -INSTALL 19mm PLYWOOD ON All WALLS -DOOR S FLUSH ALUMINUM DOOR gAry,•,V1 PANE'S DEPTH M SKIT I'MIIRONS BMINp TYPES FGL Z G TAP proms PLY FRP 713.1 - D1 WI) SV 900 X 2150 - - HM PT - - ft - S5 SEE SatEEN TYPES AND EASE ALL EXPOSED CORNERS HARDWOOD YEHF�t (SET IN Q.YZINC TAPE /' Newcastle Library TO 2400 AFF WITH FIRE RETARDENT _ pANDS,SEE ON ALL SIDES) i;/ SIXITFI SERP PAINT 113.2 - D3 ND SV 1060 X 2150 • - HM PT - - F7 SCREEN TYPES /�/ PLY NEST ND PLY FRP 115.1 - OS WD SV 900 X 2350 • - VID SV • - SC4 _SEE SCREEN TYPES FOR FRAME SCREEN OPENING 38 DOOM WIDTH ��\ HARDNUOD VENEER "! NORTH w-1 Pr 13.7 - - - - noo x z15o - - w0 sv - - F1 _ (ro MOD r; Tender CL2008-7) -S70PLESS FRAME TYPE SCHFDU WOOD BIDCILINC \ PANELS,SEE '1 j 150 King Avenue PLY FRP TO SIUOS WDOO BLOCKING sGREEN TYPES 117.7 - D4 ND SV 900%2150 - - WD SV - - F1 -GRILL SUPPLIED AND INSTALLED BY DOOR 477//, (TO SUIT)SECURED 12.18mm STOP NelnwxBq Lhforio 723 OFFICE CONIC CPT EAST WD CB-1 PT ACT - 2800 - SOmm COMPASSO EDGE TRIM AT -SUPPUEN SECTION 08200 j 'YO STUDS TYPICAL) LIB 1H5 NORTH AND WEST EDGE OF ACT 116.1 - 02 AL CA SEE REMARKS • - AL CA - - W7 -SEE WINDOW SCHEDULE FOR SIZE // r / SOUTH VID GB-1 PT GB-1 PT 3600 / SOLID HARDWOOD / / VIINETR / al•nt 118.2 - D2 AL CA SEE REMARKS • - AL CA • - IY6 -SEE WINDOW SCHEDULE FOR SIZE / / "1. Municipality of C/arington NEST WD GB-1 PT _ , I 12x19mm STOP FRAME,EASE ALL ��� /��� PANE15,SEE 121.1 45 D7 WD SV 900 X 2150 - - HM PT - - fl _ (TYPICAL) EXPOSED CORNERS //`/ / / SDDEHANL S8 SCREEN TYPES NORTH WD GB-1 PT 1221 - D7 HM PT 2%700%2150 - - HM PT - - Ft _ s g l / ��cbRNERS / / / Ore.ng 122.2 - D1 HM PT 2 X 700%2150 - - HM PT - - Ft - // / ' / // Finish, Door Frame and 124 REFERENCE CONIC CPT EAST WI) GB-1 PT ACT - 2800 -INSTALL WOOD BLOCKING IN ALL - /j/; Screen Schedules WALLS FOR SHELVES AT BOO A.F.F. 123.1 - D1 WD SV 900 X2350 - - WD SV • - SC6 -SEE SCREEM TYPES FOR FRAME / \ _-\. //// 12ai2mm REVEAL SOUTH WD GB-1 PT GB-1 PT 2700 (300mm NIGH) " /+r t2At2mm REVEAL '/ 125.1 - DS WI) SV 900%2350 • J- AL SV • SC4 -SEE SCREEN TYPES FOR FRAME TRIM(TYWCU)WEST WD GB-1 PT -SEE WINDOW SCHEDULE FOR SIZE 726.1 - D2 AL CA SEE RETIARK$ • AL CA • • IV9 � MDWOOD VENEER PMEIS,SEE NORTH WD GB-1 PT 140.1 - D2 AL CA SEE RETAARKS • CA • • Wry? -_SEE'WINDOW SCHEDULE FOR SIZE \SaJD HARDWDOD FRAME. SaNEBN TYPES Drawn by Date EASE ALL EIP08ID CORNERS 38 SCREEN OPENING 1Bmm GYPSUM BONN E.R. N.M. I FMYr y 11,2006 DOOR,SFE SCHEDULE ON STUD FRAMIN�� ON STUD FRAMING OLADNC,SFZ SCREEN TYPES fT%t �2�. 38 SCR@7 OPENING 12 38 FNa Name I Supersede I grparsedetl By MATERIAL(SET IN GLAZING TAPE 12KIBmm STOP(TYPICAL SCAtEH�- 06J:T-A800 ON ALL SIDES) aMnl Prefect/ Drowlnq Numbsr 9 6 S7 S8a fiCL2 008-'/ 2 P I,q 600 rsfeat 06JJ 1 r LEGEND EXISTING PROPOSED Shoolts and Zaback Architects Ltd. \� LO T \ " NOT IN CONTRACT x,I.C. N.C. \ •.� \ SHOULDER __,-- \L/ \ .'•'' •` \ 5 Chcln ,+9 PAVEMENT `/�' ..:,�'' is `^ % Fenc o- CONCRETE CURB TYPE _ /IL •\ ;, .,.,. W2T ,°•1` DITCH -_...-.. - _..._..._..._ STORM SEWER&MANHOLE \ y opt PATH DIRECTION OF FLOW �-�E�-►- -.--'0 Be- "PI,* SAN.SEWER&MANHOLE _ n NN w REGISTERED PLAN 1OM-812 y0\ pE9�' WITH DIRECTION DP FLEW - - - e c W90 W,011 WATERNAN AND VALVE CHANGER -z-°"__- CERTIFICATE OF PRACTICE NO. 2438 GAS METER LOCATOR 1Hk� �xy 4 Cotaraqul Street Suite 2D6 Kingston,Ontarlo K7K 1Z7 LOT 9 ! / \ )p0� GAS MAIN a-(a0: maNOezorch.00m)5 - 804 LOT -, 813)541 0778 fax(813 41 0 / I / 90el T e / .._. F,. ... .�„ ...,... rase ca, T =___:_______________ ___z_�rz_=�=___._�_�. aW3*f9 a D19 d deel n ontl ehdl t be used. @G S g TELEPHONE CONDUIT reproduced a vi dr wit on tt g I no set or revised hoot ify all Perm Baton. The •0• BELL CANADA PEDESTAL so contractor shdl chock ontl verify all Olmenslone and report all -- BLOCr, ,8 ,09 amore and omhsions to the architect prior to commencing .�. ,'..'.' .'..' - W' with work.These drawings are not to be scaled.Any deNation g 'lA D9 OVERHEAD STREETLIGHT WRING o"sn LO U « « x aaA x M construction tram the{nformatlon shown an these drawings \ Exlertk, HYDRO CONDUIT without Written apprGwl of the Architect Is solely the Pia rid responsibility of the Constructor. 9°xP I oL,I HYDRO METER LOCATOR ® ®w Roney Engineering % .W1 bT p`Sa TRANSFORMER VAULT ON CONC.PAD m Structural Engineers GeEC * t 900 Purdy Mille Dr.,Kingston Ontario K7M 3149 W1 )o n_ W V SMTCFiGEAR � �, is%".'d ° L HYDRO STREET LIGHTING CONDUIT _ mA_ -1�_ roneyg0k...net,(t)613-542-3092 te1 I 9`t- Fence past j W�6 mE SINGLE CATCH BASIN E Li, a Atira Engineering <sy �12E,0.245 j corner G°/ vo (F r- 1 .W Mechanical and Electrical Engineers ,.B h'r rh°s, hH ence ° B WTT77 INLET CATCH BASIN t MGD I '- qT 9 Te / �' '- " 02 141A Hlckeon Street,Kin ciao Ontario K7K 2N8 peo , �- 6 ��- -r-- E ,k G / ELL ,�. TWIN INLET CATCH BASIN m 'm mat®atiro-eng.com,(t)613-548-7440 y0 999 TT i 62 b3 .. W'� 03 B] CATCH BASIN MANHOLE A JosselYn Engineering Inc. HYDRANT&VALVE BO%E/'if Oq%.� t '9e BOr¢d BE,I GObI¢l i �p S�51W -1 �p000O 9,� 1 t. /ve. M 43575 9• � a0'. Se eencnr E,«,E'9s-m BELL UTILITY POLE&ANCHOR E- e-® 83I31NOrreEngineers c s to 3.Kingston,Ontario K7P 2R9 i oo °o q` psselynCkos.net,(t)613-634-9278 HYDRO UTILITY POLE&ANCHOR E-."r E-pt► Y) STREET LIGHT TREES Sw ng set Aneh \""'g, O b2 PROPERTY BOUNDARY CENTRE LINE 09 V Hydro Po.e \ p °°} �l EASEMENT COGECO PEDESTAL c c. cry, Ij. I� Brick c c HBP Church COGECO CABLE EXISTING EX ROCK y:yo1 W�6 STOP mm xel( STOP SIGN _ STREET SIGN -•- BLEA EP.S D?A / Clear he 9ht below -)E( _ „/'° lFY\g •"•^,� :�•;:• FENCE 05re^ HYd,, overhecd wire P 4m �+ 9LT FENCE LOCATOR OF TEST PITS B . 0. X An 81.1 T n,h ]r ) - BENCH MARK LOCATION C.tL- BB B¢9 By G1 Ch X=-k 9Fenc¢ 9�T tY(N T� ,, __ at o+L I .k060 i, X D x99•� F9+4 H ro Pole / Gorbo9C C 1,8m h'gh CM1O n LX k Fence�� - ~r F3.E...... 0 x X x�_X--x *,F g.^`�x1.2�high�hain Li k Fence Pq 9+ 03 -"Q++ SB q ; G R°,y •T y0 to Gofe x x0 %�_% YJb tlen � It COMMUNITY MAILBOX -.. --7f�x_�x�gto s Was�nncrq a THRUST BLOCK J X W CL J I ` I 019 SOCCER FIELD-SEE LANDSCAPE DRAWINGS TWW +W AO Ex HKA TY p°,° EXISTING GRADE fi.73 99.23 PROPOSED X //' PROPOSED GRADE 9. EXISTING su t A +p DRAINAGE DIRECTION Is 0 99 j1 ,� gs1 Waa a DOOR cl i i w ROOF DOM SPOUT O► OS X y l =1 mJI IBao y11S •p01� HEAVY DUTY ASPHALT .➢'' �:Ik` ADO° v X (E ,.. Y I BBe "DES+99 .�qee -�rj1 9"91 LIGHT DUTY ASPHALT Mo W 90 SD D a, 9 I X °1p•Or _ Hydro Poe 6 j Light St°ndarc� T G 9.95 NOTES. STRUCTURES AND UTILITIES. ALL EXISTING UIOER BERAND STRUCTURES PIPES, CONDUITS,ETC I P.I.N. 266$5-01i8 I. THE CONTRACTOR IS TO CHECK, VERIFY AND BE RESPONSIBLE FOR ALL IRNDERGROLNO SERVICES, �=A TO BE EXPOSED RIM TO ANY CONSTRUCTION AND ANY POTENTIAL COFI.CIS TO BE (`) REPORTED TO THE ENGINEER. - Ur T'i nn 2. WDERCVOWD WORKS TO BE INSTALLED IN ACLORBWA WITH THE.ONTARIO PROVINCIAL STANDARD y.BVB / DRAWING.`TMiESS MCIFIN�TO`7�R TIEVt PLANS. THE MUNICIPAL STANDARD z g95T 9959 3. ROAD CUT PERMIT TO RE OBTAINED FROM NNICIPKITY PRIOR TO YODC ON THE MUNICIPAL RIGWT-6-WAN, �EXISTNG PEHOE TAI BE PEIMc. 4• EXISTING VEGETATION SHALL K MAINTAINED WEREVER POSSIBLE,AND SMALL HE PROTECTED I GARIt1G C@ISTRUCTI®l T1 5. ALL DIMENSIONS ARE IN METRES OR MILLIMETRES UNLESS OTHERWISE SHOWN. Q �B I 6. SOUNDINGS,WHEN SHOWN, ARE FOR THE T6GiMATION W CONTRACTORS ONLY. / X 5m-{OOmm CULVERT 00.5 940.. REFUSAL OR ASSIMEp MCX SWFACE IS NOT GUARANTEED, W/NV ati ,F ` I E/INV mB 7. REGARDLESS W SITE SPECIFIC ITEMS DETAILED ON THE PLANS, THE CONTRACTOR SHALL INSTALL 0.(]' EROSION CONTROL WAWRES AS SUIT THE PTEOSED WMX WTHEDS TO EaHYA0.SE➢IMENi FROM S EXISTING ROVING OF O'THE SITE FOLLOWING CONSTRUCTION,DISTURBED AREAS,AS YELL AS PROPOSED HAVE CURB MASSE➢ANO VEGETATE➢SOKACES,SHALL K KINSTATED AS SOOT AS PRACTIGL, F .D AT W LaB7 GRASSED AP.F B. -1-COaIRIICTI., THE STRAY SALE BARRIER IS TO BE INSPECTED DAILY. c, y9 `I C wLVLR I AND REPAIRED AS NECESSARY TO CONTAIN ANY SEDIMENT. gII9Tw0 S.Sm CLAN THIS REWINOWNT SHALL CON'i UNTIL CWSTIeCTIOi ON THE SITE IS COPLETE,PO.LOWING UBN FEXCE 10,FIN6'wE VHICM TE CWTRACTIR SHN1 INSPECT THE BARRIER AS NECESSARY T1 MAINTAIN ITS FUNCTION, 0�9 pV y0 RA .. _ ... DMNAGE SYAfE .a ..• ..• _ _ I RQMOVED MR-ENTRANCE THE OWNER SMALL REMOTE THE BARRIER O GE THE SM VEGETATION HAS BEEN KLL X ... .. .._... ... ... .. t... ..._... �. ... ... .d'Ti.aA� ESTABLISHER, 9 9, MIGRANTS M BE INSTALLED AS PER®S➢1105.OI0 WMANTS SHALL MEET MUNICIPAL SPEWCA/HONS J 6'! 762 9 9 'g Fl�NEW ASPXA�T TO EMSBNO UNDERSIDE ff FLAKE TO BE 150 m ABOVE FINISHED GRADE, a. 600-am dR .A ID.UAER MRMK GAHDITIONS.VATERMAIHL 51MLL CROS$ABOVE SEVERS VIM SMTIEIENr SEPNMTIDI m NRB CUT 41f CURB�T - ,(V -..-BLEW 80.70 0 00 EXISTING TO ALLOY M PROPER BEDDING AID STRUCTURAL SUPPORT OF THE 1ATERHAN AND SEVER MIN fib. - 99 AEAE IT IS NOT POSSIBLE FOR ME YATERAIN TO CROSS ABOVE TK SEYCA,THE YATERAIN SHALL N C RDOmm were wr ,p� _ P,SPHALT PARKING PASS.uHDER THE SEVER WNOVfOIHE A MINIMA 500 n.LENGTH M SEPARATION BETWEEN 114E INVERT T OF OS' REV.966, {(/ BAITER(XIRB' I THE Or T[CROWN O<THE THE THE LENGTH ff WATER PIPE SHALL RE LENFIRM AT { ( e head u[iltty wire THE POINT 6 CROSSING SO THAT T![AIMS WILL BE EQUIDISTANT AS FAR AS POSSIBLE FIRM THE SEVEN. ddii[[NNY 1 }�} Ref WHERE A CLEARANCE OF 300 m CANNOT BE AVOIDED,NON-SHRIKK GROR SHALL BE USED EXTENDING 0 1 ONE METRE IN EACM DIRECTION O'THE PIPE. B: rr''�� I / II.WATER SERVICE TO BE'TYPE K'COPPEROR APPROVED POLYETHYLENE UNLESS OTHERWISE ® ' BOOmm CURB D� 4 4 NOTED.AT A MINI"DEPTH ff 1.]METRES.NN-0000CTIVE MATERIALS WILL REQUIRE TRACER WIRE. AUNALT PANNE /uz+ 'L(7YJ bi WATER SERVICES TO HAVE C016re520N PROTECTION AS FOLLOWS 6a2v BB:47 �r'9R� �-E� -µL 5D m,SERVICES, M An SERVICE LOVAR THAN E0,LOW-S 5 kB ZINC AIDE 90y° A t 41' '�) +. '� +� s-rte'=%( - W I.SMTTARY SEVER SERVICE TO RE 100 nn PVC M 2B Gei COLOR PIPE(ASTN D-3031). B MiNIHLN Q \< 2%GRADIENT WITH MINIMUN i.BU n LAVER AT PRffORTT LINE UNLESS NOTED OTHERWISE, DEPRESSED BARRFR CURB 452 { I IN ALLWDVICE VIM ffSD iD06 @(NGDIF[ED.E r' n I Fl}NEW ASPHALT rD EWSTNC la MANHOLES AND EATCNRA`INS VIMIN THE Pfre.ECT LIMITS NOTED TO HAVE A NEV TOP ELEVATION SHALL p .W�u-' JJJ ...ill... C III BE AIIJUSTED OR REBUILT(AS APPROPRIATE)IN ACCORDANCE WITH 01-40& dS' ,.�,�� RI -THE M INUM KMHR O'ADR)STEM WITS SMALL NOT BE E%CEEDiEO,AND THE MINIMUM y A'-y-. E� � i REMOVED�1NAwTo ENTRANCE TO NOE MAST HE MET. ADDITIONAL STETS SMALL BE PROVIDED OR REMOVED(AS APPROPRIATE) TO MEET THE REWIREMEMS O THE OSD]W SERIES '' 99 i -BRG(EN ADJUSTMEM WITS SHALL BE REMOVED BY THE CONTRACTOR BEFORE ADDING ADDITIOAL UNITS. SDEWALX L-j r� :•EBT-T -INSTALLATION Or SAFETY PlA1FOeS IN REBUILT VARIOUS IS NOT REQUIRED UNLESS Cr v yb FE ASE - �F� iA1E I PA OEfAl55a2 I I SPECIFiEA1Y 1A1ED ON THE PLANS. LL $ er Posts CONCRETE SKWAU( DEPRESSED NOEwAIx - 14.ALL CONCRETE CURBS To BE BARRIER CLLR G'BD-600 IIII UNLESS SPECIFIED OTHERWISE SEE DETIII ON 5502 WxtlEIF CONCRETE$OMNx 9 I 15.SEWER AI)YATIE N IN BEDDING SHALL K IN PCCORDAHCE VIM OPSD 620 SERIES MOVING AND COVER Bye tDAIWNO at - - - -�0 IERAHNAIE ORB \ STALL CORIMM TO ORAMILAF A M PER BUSS SPECIFICATIOS. iRPiHMERNIGE, REDDING OF POLYMERIC AT PROPERTY UM L- %ASTIC PIPING WITHIN PRIVATE PROPERTY WALL CO6'ORM TO SUB-SECTION a 5 OF THE ONTARID PLUM`IANgCAP RUMP N w.� ASPHALT EXISTING \ 16�OdRESSGCURB WHERE ADJACENT TO SIDEWALIC AS PER OPSD 600 Ito LAN RACKS(T soccer Posts F'1 I Z ei SEE DErAa DH ssneA 11P s T%c ss.2$ ASPHALT PARKING \ „a.. . Q I].PETER TO SOILS REPORT BY G1HSW ASSOCIATES,REPORT N0 O-1159-020 Z 'R so➢Dm AKA Q ` SODDED AREA f°B' ro ale \ IB it DMR1%TE PROC I ff lEVE1.O1ElIf,IEEPLY GRATED OR UNDETECTED ARCHAEOLOGICAL.REMAINS +I b' AR[,NCOKIED,THE KKLOER M AIENrs SHALL rNEDIATELY RATIFY THE ARC AFODGY SECTION OF THE I i1 MAx .1 GAS METER LOCATION a.l APPRGa4ATC LOOATMW Oi ONTARIO MINISTRY OF GLLTHFE,TOURISM AND RECREATIX = m C�MfALTE ItLED PANRD IN CORACT BOTH MITI AND THE AL'GISTRAA Ot DEPUTY RGtS ff THE CEMETERIES b T h A A D D B'IfL Ba1Am �9ptWN1(HUW I(910N a�l. 9' f ATTACHED.PotEn uYAEenE la IN THE EVENT THAT HUMAN REMAINS ARE DISCOVERED DARING CONSTRUCTION,THE PROPONENT SMALL g011 9 od11 ( SUMP PWP p E THROUGH LOADING ARK+ - rBU POON TOMS- H char \ REGAATIOJ WlT O THE MINISTRY 6 CONSUMER ND OR DEPUTY PELATIORS(4 6)326-e3D2 ------7 y0`1 LOGTON SEE CK PLANS STm ENE911 pE8Ni0RiCBEDFT H �W K MWNIm TRAP fdl1FA ?o 20 THE CINTRILTGt SHALL NOTIfY ALL RSIIENLTS VMACE HBO n ff BLASTING N QARRIED T. HOURS AND 200mm ONFORCE lltltlDESS. . eTAnyR, PRIOR TO BLASTING BUSTING STALL NET TAKE Mil UNTIL MIS HAS KEN CARRIED OUT. Be g 3 \ 21.WHILE UNDERTAKING WEARING,KNaITIM EXGVATIT OR GJNSIRI1CTIM IN AKAS MEAL DRILLINGS "'CE OF ON EXISTNO iENCE ro E RE110VED �L�N H aB'q-H +b y" OR OTHER STRUCTUFES Ml1Y HAVE MISTOaCA.Lr EXI",THE COORKTGR Is To BE YIG LAT FOR THE ` `\ E} E OR�ABADOED WAVER WEELLS IT�Or FUEL MTAlam POTENTIALLY CCQNM CtW S ENSURE THAI L6UB�bC(3l "=^i n. THE MUNICIPALITY O CLARRING TOMS MIROBOR DIVISION IS ADVISED THAT COITANININIS M Proposed Public a°� WAS HAVE BEEN DtSOVERED tR ARE SUSPECiEa b ANY SOIL OR GRONINIA A COTANINATION ENCOUNTERED IS�REWDI ATE➢TO APPLICABLE STANDARD`AS REFINED WITHIN O REM 153/04 OR AS REVISED. Library E� i'=-' PRELIMINARY ..,_'/•:•,..... 1 .' NEW IRE ., ,'•". MY PASTES rtTERATEO BY SITE CLENI-UPS ARE MANAGED IN ACCORDANCE WITH APPLICABLE AREA To K RCKADED X: F.F.E. 99.30 AN ARAM xBED F E TNB S ENttUN EREp ARE ECONtSSI 1 ED IN ACCORDA C£WITH`. uxs Oro sTArm ARDs IN ORDER ro PpONOE M(AlI1RACIW a)WT zl ORADETT ro RETEH SLAKE t,.: APPLICABLE LAYS ANO STANDARDS. 5, SRAwBAERaWO£GX ' a --- NOT FOR CONSTRUCTION B OPA]-21a,e0 ro RFl1AW R PTE-CAST COMAInE SPLASH PAD DAn'E CUR wMV PL4POK. R (y9 ', PLACE MIA STABLE 6 \ TIIB DMBEE a Hpi THE OONTIMIM 0 REGULATION%0`ceWELLS OR ASSRREV S AY�ABANpOED[M ACCORDMYE YIM d L x SNAP ON S GM MMetwAtnl's PRaAOnr' f, IF IT APPEARS LIKELY THAT CONTAMINATION EXTENDS BE THE BOUNDARIES OF THE LOCATION SET ANCAL PAIR �x-A-T 9,Iq SUBJECT PROPERTY, TIE 01REA MIIFIFS THE LOCAL fSfICE ff THE MINISTRY 3, IE •\ •y ENVIRONMENT ND THE MNICIPKiTY O'f1ARRINGTON'S ENVIRONMENT➢iVIS1OL x9 a CMSTACTION WASTES ARE TAT TO K HIED WITHIN TIME PROPERTY THAT IS THE SUBJECT OF SNAVl!%�WCI ro ROMAN 9 MlS My OF INN,AND`RAT THE OWNER ND TEIR CONTRACTORS REPORT N1 SPILLS M THE 11- LL MINI f91ENY R 136PILLS,CT IM CEN M(1-WO-26B-6060)AND TO THE W OVERFLOW WD i ° X x--x-_x--x i \ -., z2.THE DEVELOPER nLL K RESPONSIBLE FDA EIWNING An MAHERE, VALVE BOX,CM!BDx,HYOMNI, 1 Issued for Review March 14 2007 oRAw9w swz y, x-- (u `\ �--- �..-...ar�,.�. OF T OR OVER STRUCTBE AT2CTEp BY CHINES IN GRADE IS ADJUSTED TO THE S1TISFACTION sTW MH OP RID 9La� - - "'L"-'�O-I-' x� _�X 1 R w j ReNelon Description Date x�� OF THE MLwICIPKITY. M,NV'97.07 ' WANV 9].05 iBpnm DEEP ,R+� 0 1Hyd a Pol Ba EXTERIOR ILLWINATION STALL K INSTALLED WITH LIGHTS DIRECTED DOWNWARD AV DEFLECTED > M a c s J AWAY FROM ADJAmrr Lars Am sTRETi Project E/1NY ff1.06 DEPKSSION FRIED WITH OMAN 51C�F_,_, 4rV (�' ght tand�rd Newcastle Library TE CosvW MTERLY PPE Nro NEW CAICM6ARN TO WRRwND INLET - } ,"kks r? 9• 24.GGAMKRItES. SEVERS AND PRIVATE WATER SUPPLY PIPES,AK KSIGED 1N ACGatDANLE YtTH NE PUCE 2]GNwN OORCE PUTS ON NORM IN UT _:-- i / SLE GETAL a oRAe1NG m FXGIIRNG J EX MAILBO(ON SISMrn exx+ B-,4 N•.. I` 9 B�\ '.i f..`., - h I _ 4 CON C.PAry CJ. PRE-CART CE To VE SPLASH PADS IRE TO AS PROVIDED AT KL�RDO'10YH SPOUT LpCATIOIS. e? B Y y0, BS __ 0 gA 26 GAS SERVICE To K KSIGSO BY LOCAL fM5 PROVIIER Yt q.. r ..yffi.�9 ` e. Location R 90. e�,' EXI TING WANE VALVE E%ISDNG PIPE ro BE %WAVATD -'I 55 4� 150 King A venue POOR TO 03NmRIETa+ °0• E%CO To K RPLACED wiN !`)Y- - m OR C \ e' '~ '• f I EXISTING j O.fYATW ro BE WRiBD AND y5 GCe N,ORSD]Dzm ToONnm -SEANCE Bs9 .� 99 REPOT ,TO ENONEIA - ^�' `- NM HORZWTK fiRIMTE ;' 2a1m 0 Sx ,. 'Jf A ASPHALT PARKING e•X G rden -' SNEw FlR W-Ve Ontario .ezo, A HOW L 1a 1H5 j 5/IVV•90..00 FR FJOSTNE iD- uY5 n/IRRS Bae] Ex SAN WH - CaWECT MEN N`WANT TO Nro EXSTRNG CATGI8AON t' EXS`NG YAiFAR ONCE - =k: ti G°rden N" ' T/C 9B 5,\ D3 EMSiING sneer BY,BDNiYp A 150.mm Muni pal y o f Clorl g on i. CONRECI HEM PPE i.- Byi' E/INV sA.9q ale .. _� I 1 i rAPPNO SIEEAE ANp VALVE a~ C/ /t n t 9 �.) En01N B0 �- l�9 9 J D01 'J( f�URE N10 EMSIINE M BB.1 ,I 0 S n T/C 8,75 \ l Btl` c ..1 h �T 1 fd G b Con o^ 19 �' NA W-MSTATE KNGeD "m E1I511N0 HP PER OPSO\� BDy I X1-0 �.-�. MiORK DROP 6 UC1UR� 1 SIDEWALK r."/'qO A+ E%BUS SHELTER qqB nT IF - i S '191 ...P BEN Bpb 10 - PER MeD 1003.0 &7• rle[l G°s WH 011 6A. t ISTI WATER VAL••,i.I,i,Y c DrOWing R'/ 1� 375mm Concrete Ae Sidewalk y Son 375m m3 D1� SITE SER�IC/NG AND GRADING PLAN ., LS a. B. 5 e 2. S slyr e_ Sr 3 \ B 5•i BD1 0 St,75Gmm C.P.-709. CB qe1°` Stm 750mm C.F.-709. g031 9b -$j{:B vEY"GB m£W`ORC 9IDETBAtx of Stm E75mm C.P.-70% q9+° T/G 98.14 BefTChmO T/G 9B.35 DEVOTION .., ----------------aoom6,waierm I�- ___-__ �- - (--------------- KING AVENUE COUNTY ROAD No. 2 DDB m wmDn -1= - - - - - --_--- --_ -_- a0am=watennam __ Drawn by I Date 9 1 ao0 m wTerma - SCALE ec 1:250 e1 ?+ BM u se 200-Watemmin nc-L-_2aDmm e?e main Pc ------------- T2-- - _ ,$D - - - .� - - ----_ ------- - __p Flo Name I supernedee I Superseded By Centreline of Pavement I DbD 9 20omm waterma�n _ 0 5 10 20 30 client Project} Drawing N(Anber -_-_-_-_-_-_ - _-_-_---_-_-_-_-_-_----______-_ -_-_-_-_-_-I_-_-_---_-___-_ ( SS01 200mm Wotermoln Ac ~ zoomm w°iE,moin Ac project f I RaN.lon/ 974 LEGEND EXISTING PROPOSED Shoolts and Zaback Architects Ltd. NOT N FRUE U MAR 0 � SHOULDER OONTRACT -- -.td -- - iuc -- NOT FOR CONSTRUCTION PAVEMENT CONCRETE CURB TYPE ' NEW ASPHALT PAVEMENT W1TH.DIRECTION of n - ..- - ..- -...-...-...- DITCH - LIGHT DULY m SURFACE AS SPECIFIED - FINISHED GRADE STORM SEVER @MANHOLE TOP OF BERM SOW n x T- � 0 y g ELEVATION AS SPECIFIED g $ C' SAN..SEWER k MANHOLE NTH.DIRECTION OF FLOW = GRADE AS e ORIGINAL SPECIFIED WATERMAIN AND VALVE CHAMBER __-_ -__ <' Q OR NO�CUT FILL 150mm GRANULAR'A' Omm TOPSOIL AND S o. CERTIFICATE OF PRACTICE NO.2438 GAS METER LOCATION 1.'ly � 4 Cataraqui Street Suite 208 Kingeton,Ontarlp K7K/Z7 e-map: mapOSZarch,com 13 m�rP"�A"re' POND BOTTOM tsl(613)541-0776 fcx(613)541-0804 REMOVE TOP L 0.8 ELEVATION GAS MAIN , AS SPECIFIED CULVERT This I��pO° ,eQ°,°e° °° �/N _ 1 si a le -ntroator shall°he°k and il d=sions and report an BELT,TELEPHONE CONDUIT copyright drawMq and design and shall not be used • 4p\7.1 reproduced or ravleed wthout written permission.Ths ao°o°o °o° with Work.These drawln s are not to be addled.An deAction EXISTING GROUND P BELL CANADA PEDESTAL ver SUBGRADE -A in C-trucTU from the the informatlontahown on these drawings ��SELECT SUBGRADE MATERIAL OR OTHER OVERHEAD oxv. BOTTOM OF MATERIAL ACCEPTABLE TO THE ENGINEER. 0 ECO STREETLIGHT HIRING q y HYDRO CONDUIT x x s without written approval of The Archifeet h adNy Vila -s responsibility of the Constructor. REMOVE TOP SOIL NOTES: POND BOTTOM r� 1)COMPACT SUBGRADE TO MI IMUM 3 TOPSOIL AND SOD NATIVE HYDRO METER LOCATION T01od1 GRANULAR ON MINIMUM 300mm COMPACTED EARTH f, Roney Engineering ORifdNAt. 2)COMPACT pTANULAR BACKFfLL 1.7m(WATERMAIN TRANSFORMER VAULT ON CONC.PAD r, ID W SUBGRADE TO GROUND S.P 10011 ) SWITGHGEAR {� 900 Purdy Mills Dr.,gK Kingston Ontario K7M 3M9 HYDRO STREET UGHTING CONDUIT _uc,n_ -aOSA_ mneyg®kos.net,(t)613-542-3092 SINW Atira Engineering PAVEMENT COMPOSITION TYPICAL CROSS SECTION A-A DITCH INLETCATCHNBASIN a ama Mechanical and Electrical Engineers n tree, n gston taro K 2N8 NOT TO SCALE TWIN INLET CATCH BASH `T'�--. � mallgotira�eng.wm, (t)613-548-7440 LIGHT DUTY CATCH BASIN MANHOLE O ® Josselyn Engineering Inc. HYDRANT&VALVE BOX r,x.,. -. xw Civil Engineers BELL UTILITY POLE&ANCHOR Eby mar 533 Norris Court, Suite 3,Kingston,Ontario K7P 2R9 Josselyn6!kos.nel, (t)613-634-9278 HYDRO UTILITY POLE&ANCHOR . - - - - - STREET LIGHT a ism TREES O PROPERTY BOUNDARY CENTRE LINE COVER 300 EASEMENT BACK OF SIDEWALK TOP OF WATERMAIN COGECO PEDESTAL DIRECTIONAL LINES COGECO CABLE r e EXPANSION 300 0 J00 EXISTING Ek JOINT(TYP) ROCK > awn 0.3mWDE BEDDING STOP SIGN - - a. - Xa PROPOSED ELEV. wATERMAN OR SEWERS FEN SIGN ae1 • TOP OF SLOPE 97.80 FENCE _ PROPOSED ELEV. 150m(n (r I` SILT FENCE IN ROCK:D/4 OR 150 MINIMUM(WHICHEVER 15 GREATER) LOCATION OF TEST PITS • TOP OF WEIR 97.67 IN EARTH:100 MNIMUM BN 300 mm BENCH MARK LOCATION kmm THICK 0.15m 1.5m 2 NOTES: COMMUNITY MAILBOX as 1. BEDDING AND COVER TO BE GRANULAR A,COMPACTED TO 300 mm HAND LAID RIPRAP 05X STANDARD PROCTOR DENSITY IN 150 mm LAYERS. ,BLOCK HANDICAP RAMP DETAIL THRUST GRAD 2 THE BEDDING IS TO BE CAREFULLY SHAPED TO RECEIVE THE BOTTOM OF THE PIPE. EXISTING GRADE 198.73 PROPOSED GRADE 99.25 PROPOSED RIP RAP OVERFLOW WEIR r.9 j EXISTING SEWERS OR WATERMAIN IN SINGLE TRENCH DRAINAGE DIRECTION DOOR Q . ROOF DOWN SPOUT ?S- HEAVY DUTY ASPHALT -g UGHT DUTY ASPHALT 125MM SLAB 3OMPo CONCRETE I r5 1"IT r77^- � 3o0mm 125mm SLAB 32MPo CONCRETE AS SPECKED °Th i ckness FINISHED GRADE f sidewalk T FINISHED GRADE SEE ARCHITECTURAL PLANS „ z 21 MAX SLOPE 2X -18 ASPHALT MAX 4X MAX ASPHALT 15om 3oomm 75mm CONTRACTION JOINT GRANULAR As f - ° SPECIFIED GRANULAR AS - ^'• 16 SPECIFIED y f-5 1� +�+ fODmm GRANULAR'A'BEDDING(MINIMUM) Ir 5 APPROVED SUBGRADE MATERIAL 00 100mm GRANULAR'A'BEDDING(MINIMUM) 100mm TOPSOIL (SEE NOTE 02) APPROVED SUBGRADE MATERIAL ^ AND SOD (SEE NOTE p2) ^ Thididew of sidewalk O.Sm GRA55 SHOULDER TYPICAL SECTION J -) BARRIER CURB J ioht moaQaian ELEV AS SPECIFIED DEPRESSED CONCRETE SIDEWALK GENERAL NOTES EXPANSION JOINT MATCH INTO IXISTINC� VO .:.;••°oJa °•o••°♦°o°o°o,°0•°0000•o°•a•o - � PIPE INLET 97.20 F, 1.ALL THICKNESS DIMENSIONS ARE AFTER CONSOLIDATION TO 98%STD.PROCTOR DENSITY. o o��- J o 0 0°� g.1 2 SUBGRADE MATERIAL TO BE COMPACTED TO 98%STD.PROCTOR DENSITY. 31 SLOPE 3.JOINT SPACING Z1111D GROUND A)JOINTS EVERY 1.Sm POND BOTTOM � OOmm PIPE B)EXPANSION JOINTS TO BE AS FOLLOWS g AT 6.0m ON STRAIGHT SECTIONS SEE TYPICAL SWALE DETAIL ° o 'P°n°o ° AT 3.Om ON CURVED SECTIONS TOOmm TOPSOIL I-1m--1 300mm CLEAR AT THE BEGINNING AND END DF CURVES BETWEEN ADJACENT STRUCTURES. /r�V F'') AND SOD CRUSHED STONE 4.ALL OTHER JOINTS TO BE CONTRACTION JOINTS WITH A MINIMUM DEPTH OF 30mm. TYPICAL CROSS SECTION B-B 5.Concrete shall conform to the following: Gass of Concrete Minimum strength-30 MPa at 28 days NOT TO SCALE PROPOSED ELEV. Co.r9e Aggregate 19mm nominal maximum size Air Content 6.07.to 8.01 Water O.P.S.S.1302 37 150mm PXYM�YtP Aggregate Cement-Normal Portland Type O.P.S,S.130 M MINIMUM 1b Maximum Sump Cement Ratio 0.45 m Ax/MUM �, PROPOSED SWALE ELEV. CROSS SECTION C-C Curing Compound-White Pigmented O.P.S.S.1315 NOT TO SCALE TYPICAL SWALE CROSS SECTION CONCRETE SIDEWALK AT ASPHALT NOT To SCALE G PRELIMINARY NOT FOR CONSTRUCTION ,25mm SLAB 301APa CONCRETE 9 I I I I 2 Issued for Review donuory 30, 2008. FINISHED GRADE 2 I I I I 1 Issued for Review March 14, 2007 1.yy I� Rwiaion Description Date FINISHED GRADE W `J Project 2500 STORM SEWER Newcastle Library 750m } i50mm BEHIND PUTS f �' t ==r� 10 mm EXPANSION Omm TOPSOIL 7 TYPE ANCHORS TO S• ••" ^ AND SOD 00 +---$oo Location m CRASS 1m CRASS -'_ 2700 ORIFICE. 100mm GRANULAR'A'BEDDING(MINIMUM) SHOULDER 10 mm EXPANSION I l50 King Avenue (SEE NOTE 2) SEWER MATERIAL SEWERSTORM STEEL(PLATE sro9M L� SEWER (4 E ANCHORS REQUIRED) 600 to mm n71Ci( 2500 MATCH INTO EXISTING GRADE --- WHERE POSSIBLE -- __ - -- 2700 ORIEFICE. LINE UP BOTTOMS OF Newcoslte, Ontario REGRADING MAY BE NESSCARY IN ORDER yt SLOPE ORIFICE D STORM TO PROVIDE MINIMUM 2% L 1B 1HS GRADE TO RETENTION SWALE 10 mm THICK SITED.PUTE GENERAL NOTES S,M� °l7Yunicipality of Clorington 1.ALL THICKNESS DIMENSIONS ARE AFTER CONSOLIDATION TO 981 STD.PROCTOR DENSITY. 2.SUBGRADE MATERIAL TO BE COMPACTED TO 98X STD.PROCTOR DENSITY. 2"SLOPE 3.C e.of C U nfarm to the following: --- T CONTROL MANHOLE Class of Aggregate to Minimum strength-30 NIP.at 28 days Ding Air Aggregate .0,, n8.0% maximum size EVtTH FILL Alr Content 6.OX to 8.01 Water O.P..S.301 Aggregate Cement-Normal Portland Type O.P.S.S.130 MaI� Sluv�Cment Ratio 048 EXISTING GROUND Maximum m ?' Curing Compound-White Pigmented O.P.ss.1315 DETAIL SHEET CONTROL ORIFICE DETAIL CROSS SECTION E-E NOT M SCALE CONCRETE WALK TYPICAL CROSS SECTION D-D DroWn by I Dote NOT TO SCALE F'11e Name I Supersedes I Superseded By Client project III Growing Number Prujsct 8 ReMabn/ S502 974 Shoolts and Zaback Architects Ltd. DESIGN NOTES CONCRETE NOTES MASONRY NOTES STEEL NOTES 01. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2006 CONCRETE SCHEDULE GL ALL STRUCTURAL CONCRETE ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH GSA M1: ALL STRUCTURAL MASONRY ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH GSA 51. ALL 5TRUCTURAL STEEL ELEMENTS HAVE BEEN DESIGNED IN AGCORDANGE WITH C5A STANDARD ONTARIO BUILDING CODE, STANDARD OAW05A A233-04"DESIGN OF CONCRETE STRUCTURES". STANDARD 5304.1-04'MASONRY DESIGN FOR BUILDINGS(LIMIT 5TATE5 DESIGN)'. GAWGSA-516-0I'LIMIT STATES DESIGN OF STEEL STRUCTURES'.(INCLUDING 5)PPLEMENT 03. LATERAL DESIGN LOADS LOCATION MINIMUM MAXIMUM e EXPOSURE GAWGSA-51651-05). COMPRESSIVE SLUMP CLASS C2. CONCRETE SHALL BE MIXED,PLACED d CURED IN ACCORDANCE WITH C5A STANDARD A23.1-04 M2. MASONRY 0ONSTRUGTION SHALL CONFORM TO 05A STANDARD A311-04, STRENGTH AT (f25mm) "CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION'. 54, STRUCTURAL STEEL:05A 640.21 300W(44W)EXCEPT THE STRUCTURE HAS BEEN DESIGNED TO SAFELY RE515T THE)5o AVERAGE HOURLY WIND 28 DAYS MB. CONNC-CTORS SHALL CONFORM TO GSA STANDARD A51O-04. W SECTIONS:G5A&4021 350W(SON PRESSURE IN ACCORDANCE WITH THE 2006 ONTARIO BUILDING,CODE.THE DESIGN PARAMETERS C8. CONCRETE FOR SLA 35 ON GRADE SHALL HAVE THE FOLLOWING PROPERTIES: H5S COLM4N5,GSA 640.21 350W(504 GLASS G FOR THE WIND LOADS ARE AS NOTED BELOW, FOOTING'. 25 MPa &0 mm N -5TRENI 12.4 MIPo 09800 PSI)AT 3 DAYS M4. CONCRETE MASONRY UNITS SHALL BE TYPE H/15/AM, ANCHOR BOLTS:A5TM A307 28 MPa(4000 FSU AT 2e,DAYS GF SECTIONS,A5TM ASIOM GRADE 350K(50W) ♦coear4aul strove sorts lob xmwrnn.onloHO K7K 177 WIND LOADS -AGGREGATE:20Rm MAXIMUM M5. MORTAR SHALL BE TYPE 5. -Ob kPq FOUNDATION WALLS 25 MP. BO mm F-2 -CEMENT:320 kg/G161C N'ETRE MINIMUM 5l. REFER TO ARCHITECTURAL DRANIN65 FOR ROOF SLOPE REQUIREMENTS. e- ou: m 110szorch-, 950- -SLUMP,75-s 25RR(3"s I") M7. REFER TO ARCHITECTURAL ELEVATIONS FOR CONTROL JOINTS IN MASONRY. leI(613)5n-0]76 M.(613)541-0604 -AIR ENTRAINMENT,3%MIN.(6%FOR CONCRETE EXPOSED TO FREEZING t 514. THE ROOF AND/OR FLOOR DECK IS REQUIRED TO ACT AS A STRUCTURAL DIAPHRAGM. WELD TO Ca,Cg Gp 6 Cpl HAVE BEEN(PECULATED IN AGGOROANGE WITH THE'USERS GUIDE-NBC 2005 ' M11. PROVIDE 2-15M BARS IN CONTINUOUS BOND BEAMS AT FLOOR AND ROOF BEARING LEVELS, cep.pnt oawA°•••r u.�".«u,e u"ew INTERIOR SLABS ON GRADE 28 MP. 75 mm N THAWING) SUPPORTS AT ALTERNATE RIBS AND CLINCH SIDE LAPS AT blOmm(24")CENTERS UNLESS NOTED STRUCTURAL COMMENTARIES(PART 4)". e,..b roe u.I o,a M12. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT MAXIMUM 1300mm oz.(24 R).REFER TO OTHERWISE' G0. THE MAXIMUM NOMINAL A6GRE6ATE 517E FOR CONCRETE SHALL BE 201-(9/4"). I. PROPORTION CAST IN PLACE CONCRETE IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS FOR LOCATIONS. 520. FABRICATE!INSTALL STEEL ROOF DECK TO 65551 STANDARD IOM-86. D5. SEISMIC,DESIGN CRITERIA PROPERTIES GIVEN ABOVE,URLE55 NOTED OTHERWISE ON THE DRAWINGS. G14. REINFORCING STEEL SMALL CONFORM TO G5A STANDARD 630.18 GRADE 400(6RADE 60). M IS. ALL CELLS IN MASONRY UNITS CONTAINING REINFORCING OR ANCHORS SHALL BE FILLED SOLID R =1S 2. INTERIOR SLAB',ON GRADE SHALL MOVE A MAXIMUM NOMINAL F 30 5E 522, STAND WELDING SHALL GoNF°ow-I To THE REOUIREMENTS OF GSA STANDARD h69-MIge9 AND GSA d CIS. REINFORCING WORK SHALL BE IN AGLORDANGE WITH GAWGSA-A23.1.WELDING OF WITH IS N1PO(2200 Bbl)GROUT. STANDARD 5-I6.I-94. m�.t tu.�°�,y awtr Mu.ne.,n.,.y."y"°°(,.�m Nw n.t"• R =13 A66RE6A7E SIZE OF 25mm AND A MINIMUM CEMENT CONTENT OF 308 kg REINFORCING SHALL BE IN ACCORDANCE WITH 05A WIBb. Ik PER CUBIC METRE. MIA. FILL BLOCKS SOLID WITH GROUT FOR TWO COURSES BELOW BEARING PLATES WHERE STEEL 523. THE FABRICATOR OR 001N7RAG70R UNDERTAKING WELDING WORK SHALL BE CERTIFIED BY THE 1=1.0 BEAMS BEAR ON MASONRY. Raney Engineering 3, THE MAXIMUM SLUMP SPECIFIED ABOVE 15 THE SLUMP SPECIFIED BEFORE GIG. UNLESS NOTED OTHERWISE,ALL LAP SPLICES IN CONCRETE REINFORCEMENT TO BE GLA55"B". CANADIAN MELDING BUREAU A5 BEING QUALIFIED UNDER REQUIREMENTS,OF GSA STANDARD Structu r0l En Ineers Sq(O.2)=0.21 THE ADDITION OF ANY SUPERPLASTICIZING ADMIXTURES.SLUMP 15 TO BE H-41.1-MI983,CERTIFICATION OF COMPANIES FOR FU510N WELDING OF STEEL 5TRUGTURE5 9 MEASURED AT TIME 6 POINT OF DISCHARGE.IF SLUMP EXCEEDS THAT C11. ALL DOWELS SHALL HAVE A MINIMUM EMBEDMENT BOVIVALENT TO THE STRA16HT TENSION MI6. PROVIDE EXPANSION JOINTS IN BRICK VFJNEER AT MAXIMUM bI001mn oz.(20 fU,AT PARAPETS DIVISION 2.1. 900 P„rdy Mal.Dr.,K g-,Ontario IOM 3M9 5(O.5)=0.12 REDUCE THIS SPACING TO 3050-az,(10 ft).WHERE CONCRETE MASONRY UNITS ARE PRESENT r...ya0ko..n.t.(t)613-542-3092 p SPECIFIED THE CONCRETE SHALL NOT BE USED. EMBEDMENT LENGTH CORRESPONDING TO THE SIZE I BAR DOWELS FROM WALLS TO SLABS 5(ILO)=O.Ob SHALL HAVE A MINIMUM EMBEDMENT OF 600mm(24')INTO WALLS AND SLAGS UNLESS OTHERWISE AS BACKUP FOR BRICK,EXPANSION JOINTS IN BRICK SHOULD COINCIDE WITH CONTROL JOINTS IN 524. IA4LE55 OTHERWISE SPECIFIED,SHOP PAINT AND SURFACE PREPARATION FOR PAINTING SHALL a NOTED OR SHOWN. CONCRETE BLOCK, CONFORM TO CAR0555 SPECIFICATION I-6P-40. Sa(2.o)=0.016 620.HOOKS AND BENDS IN REINFORCEMENT SHALL BE AS DEFINED IN GSA STANDARD GAN/CSA-A25.1. MII. UNLESS INDICATED OTHERWISE,PROVIDE EXPANSION JOINTS IN BRICK VENEER AND CONTROL 535, PROVIDE A MINIMUM LENGTH OF BEARING OF 190mm FOR ALL STEEL BEAMS BEARING ON a p p JOINTS IN CONCRETE MASONRY WALLS: MASONRY AND CONCRETE AND A MINIMUM OF 100-ON STRUCTURAL STEEL,IFllSf OTHERWISE LIST OF STRUCTURAL DRAWINGS SITE CLASS:E 621. BAR LEN&TH5 INDICATED ON PLAN DO NOT INCLUDE LENGTH OF BENDS OR HOOKS. -WITHIN 3050M(10 ft)OF BUILDING CORNERS AND BONDED WALL INTERSECTIONS; NOTED OR SHOWN, PGA=0.12 -AT CHANGES IN WALL HEIGHT; DWI NO. DRAWING 'TITLE EXTERIOR NON-LOAD BEARING 022. PLACING DIAGRAMS FOR REINFORCING STEEL SHALL BE SUBMITTED IN TRIPLICATE FOR REVIEW AT CHANGES IN HALL THICKNESS, 536. CENTRE BEARING PLATES UNDER BEAMS UNLE55 OTHERWISE NOTED OR SHOWN. GENERAL NOTES BY THE ENGINEER PRIOR TO FABRICATION. ONE ABOVE OFE IN65 FOUNDATIONS 800mm(6 FLOORS; )AND 531. WHERE MOMENT CONNECTIONS ARE GALLED FOR BUT VALUES ARE NOT INDICATED,DESIGN 5701 &TYPICALHDETAILS, LOADS CONCRETE BLOCK WALL SCHEDULE 023. WELDED STEEL WIRE FABRIC:G5A 6305-M53. AT OTHER POINTS OF WEAKNESS OR HIGH 57RE55 GONCENIRATION. CONNECTIONS FOR THE FULL MOMENT CAPACITY OF THE SMALLER MEMBER JOINED, 5102 TYPICAL DETAILS 51. STANDARD DETAILS THAT ARE PROVIDED WITH THESE PLANS ARE PROVIDED TO ILLUSTRATE A 024. WELDED HIRE MESH SHALL BE INSTALLED AND SECURELY SUPPORTED BY SPACERS CONFORMING MO. CONTROL/EXPANNON JOINTS ABOVE OPENIN65 IN WALLS WITH LINTELS SHALL BE OFFSET TO 714E 538. PROVIDE ALL ANGHOR BOLTS,CAST IN PLATES WITH ANGHOR5,AND ANCHORS REQUIRED TO SPECIFIC DETAIL OR CONSTRUCTION CONCEPT,THEY WERE NOT DRAWN SPECIFICALLY FOR THI5 (STACK BOND) TO GAWGSA-A23.1 AT THE 5PEGFIEO ELEVATION BEFORE THE CONCRETE IS PLACED.PLACING END OF THE LINTELS.PROVIDE A SLIP JOINT UNDER ONE END OF LINTEL. CONNECT 5TWCTURAL STEEL TO CAST-M-PLACE CONCRETE, $201 FOUNDATION PLAN PROJECT AND MAY SHOW BACKGROUND DETAILS THAT ARE NOT IDENTICAL TO THIS PROJECT, THE REINFORGIN6 AT THE BOTTOM OF THE SLAB AND LIFTING IT AS THE CONCRETE 15 PLACED 5202 LOW ROOF FRAMING PLAN MAX, WALL BLOCK VERTICAL HORIZONTAL HILL NOT BE PERMITTED. M21. PROVIDE COMPRESSIBLE JOINT FILLER AND SEALANT AT ALL LOCATIONS WHERE BRICK COMES 539. STEEL DECK ACCESSORIES IFIGLUDI 6 EDGE SHEETS,DOVER PLATES,AND CLOSURES TO BE 62. WHERE A D15G NS,THE Y EXISTS BETWEEN THE PLANS,DETAILS,SCHEDULES,TABLES ARID/OR TO UNDERSIDE OF STRUCTURAL MEMBER. PROVIDED BY STEEL DECK S/PPLIEI2. 5203 MECHANICAL UNIT SCREEN SPECIFICATIONS,THE MOST STRINGENT REQUIREMENT SHALL APPLY.ALL SUCH DISGREPANGIE5 -HEIGHT SIZE REINFORCING REINFORCING 625. AT SPLICES IN WELDED WIRE MESH,THE LENGTH OF OVERLAP MEASURED BETWEEN THE M23. ALL MORTAR JOINTS IN CONCRETE BLOCK WORK SHALL BE TOOLED CONCAVE 1YPE. FRAMING PLAN&STEEL ELEV. SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. LAJTERM05T CRO55 WIRES OF EACH SHEET SHALL BE NOT LE55 THAN ONE SPACING OF GRO55 3600- 190 IOM 0 bOORm oz. 4.7b-,O 400mm oz. WIRE5 PLUS 1140 INCHES(50mm). 5204 HIGH ROOF FRAMING PLAN M24, MORTAR JOINTS SHALL BE IORR THICK(k3mm).BED JOINTS OF THE STARTING COURSE SHALL NOT 626. SAWC.UT SLABS ON GRADE 11/4 DEEP AS SHOWN ON PLAN WITHIN 18 HOURS OF COMMENCEMENT OF BE LESS THAN bmtn NOR MORE THAN 2Crtm. STEEL LINTELS FOR MASONRY WALLS 5301 SECTIONS&DETAILS 5500mm 190 20M O 40gtvn oz. 4.16mmR O 400mm oz. FOUR REINFORGING MESH MUST NOT BE CARRIED THROUGH 5AW0Ur CONTROL JOINT5. M26. MORTAR 6 GROUT FOR UNIT MASONRY SHALL CONFORM TO THE REOtlUIREMENT5 OF 05A UNLESS NOTED OTHERWISE FOUNDATION NOTES 6650nm 240 2-15H 0 6OORm oz. 4.76RR0 O 400mm oz. 621. PLACE 200mm MINIMUM OF COMPACTED 101-CLEAR STONE UNDER SLABS ON GRADE STANDARD An9-M. GOw..c.1ED TO 100%OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. M31, PROVIDE MASONRY TIE5 TO BACKUP AT FIRST BED JOINT ABOVE TOP OF LINTEL5. WALL CLEAR SPAN F2. FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL OR COMPACTED ENGINEERED FILL HORIZONTAL REIII 11,16 CONSISTS OF 2-WIRE CONTINUOUS TRUSS TYPE.MIN, 628. 5LA59 ON GRADE SHALL BE CARRIED ON HELL-GRADED 6RANULAR B'FILL PLACED IN THIN THICKNESS HAVING AN ALLOWABLE FACTORED RESISTANCE OFAR2 BEARING T ULTIMATE AT LIMIT STATES. LIMITS STATES OF 5'I kPa AND LAP ISOttun LAYERS AND COMPACTED 7 0 95%MODIFIED PROCTOR DENSITY. M32, CONTINUOUS B LU R OVER THE LINTELS, ULL HEIGHT AND LENGTH O F O T H I E BEAM,W I T F I N��LL CONFORM T O UP T O I 200 1201 TO 1800 1801 TO 2400 2401 TO 3000 DETAIL COLUMN SCIEDULE 629. PROVIDE 150LATION JOINTS WHERE THE FLOOR SLAB ABUTS FOUNDATION WALLS,COLUMNS, r5A STANDARD AI"Iq, REINFORCING BARS SHALL BE POSITIONED AND 5EGURELY HELD bmm Fill, REMOVE ALL TOP50IL AND ORGANIC MATERIAL FROM EUILDINL6 SITE AND REPLACE WITH MACHINE BASES,AND AROUND ALL FIXED ELE-1ENT5 THAT RESTRAIN MOVEMENT OF THE BLAB IN CLEAR ABOVE THE BOTTOM SURFACE OF THE FORMED CHANNEL IN THE LINTEL BLOCK UNIT. FOR C. H5516x76x4.8 COMPACTED GRANULAR B. A HORIZONTAL PLANE. BEAMS GREATER THAN ONE COURSE HIGH,FILL ALL FROSeED ENDS SOLID WITH GROUT AND 90 VENEER li 89x8846.4 I-L IO2x89xTq I-L 121x69xT9 I-L 127.69x9.5 GALVANIZED ENSURE THAT NO VOIDS,GAPS OR AIR POCKETS ARE LEFT. F20. ALL FOOTINGS ARE CENTRED UNDER WALLS AND COLUMNS UNLESS NOTED OTHERWISE. 631. CHAIRS,BOLSTERS,BAR SUPPORTS AND SPACERS FOR REINFORCING SHALL CONFORM TO C,2, W200x36 CAN/GSA-A23.1. M34, PROVIDE TWO ADDITIONAL VERTICAL REINFORCING BARS AT EACH SIDE OF ALL MATCH VERTICAL 2/IM-11,x250 BASE FQ F21. FIELD MEASUREMENTS OF FOUNDING ELEVATIONS SHALL BE THE RESPONSIBILITY OF THE MOVEMENT JOINTS,AND AT ALL CORNERS ARID ENDS OF WALLS.BAR 517E TO MATCH VERTICAL 2-19mmm ANC.BOL75 CONTRACTOR IN CONSULTATION WITH THE&EOTECHNICAL ENGINEER. 032, FORMWORK SHALL BE IN ACCORDANCE WITH GAWGSA-A25.1,FALSEWORK WITH 05A 5269.1. REINFORCEMENT IN WALLS. �� 64 LEGS HORIZ. 140 2-L 64x64x6.4 2-L 89xb4x6.4 2-L 89.64x1.9 2-L 89.64x95 03, W200x36 636. PROVIDE CONTROL JOINTS IN CONCRETE WALLS AT MAXIMUM 9000mrtn oz.(30 pt). M55. PROVIDE BOND BEAM REINFORCED./I-IOM ABOVE 1 BELOW ALL OPENINGS UNLESS NOTED .1200.16.250 BASE IE F23. REFER TO&EOTEGHNIGAL RBaORT 6­015'1-020 DATE APRIL 2007 PREPARED BY 6185ON! OTHERWISE. 2125mmm ANC.BOLTS ASSOCIATES FOR 517E PREPARATION AND BORE HOLE TEST RESULTS. I-156, UNLESS NOTED OTHERWISE,ALL LAP SPLICES IN MASONRY REINFORCEMENT TO BE GLASS"C", 04: W2OOx52 190 2-L 89.16x6.4 2-L 89x6946.4 2-L 102x89x1,g 2-L 121x89x7.g �I� 89 LEGS HORIZ. w/2COxI6x250 BASE R 2-19mm9 AHD.BOLTS (L C,5, 1-4200x52 w1200x16.250 BA5E FE 2-32-1P ANC.BOLTS -L 102.16.6.4 I-L 102.102.6.4 I-L 102.102x7,9 I-L 102x152.1.9 102!121 LESS CG, YQ�x59 [SOLATION JOINT 240 .I-L 121.16x6.4 •I-L ISIxI6x6.4 «I-L 127x&gX7.q r I-L 121.121x1.9 HORIZ. 30 CLEAR [CONCRETE r�A15 waOOxI6.250 BASE IE TYPICAL WW�� 2-19mmo ANC,BOLTS COMPACTED MASONRY LINTELS FOR MASONRY WALLS 30 CLEAR �� C,8, W200x36 CLEAR STORE 1-50 CLEAR UNLESS NOTED OTHERWISE K200x l9x3o0 BASE IC 290 3-L 89.16x6.4 3-L 89.89x6.4 3-1 102xbgxl.9 5-L IZIxBgxl.g 4-25mm0 ANC.BOLTS _4_. WALL CLEAR SPAN C,9, W200x52 ` =T°MIN. THICKNESS UP TO 1200 1201 to 1800 1801 to 2400 2401 to 3000 wrd05x1gx379 BASE R I. PAIRS OF LINTEL ANGLES TO ME STITCH WELDED TOP 6 BOTTOM UNDERSIDE OF FLOOR SLABS, 4-25mm4 ANC.BOLTS i WITH bmm FLANGED WELDS,50mm LONG 0 450MM o4., BEAMS,J015T5 OR ANY OTHER \\ MIENrE SLAB WITHIN 18 HOURS OF 2-ISM T!B SOURCE OF LOAD BEARING ON CIO,W2OOx15 COMMENCEMENT of POUR TO A DEPTH GONORETE SLAB / / % 14Ox190 LINTEL BLK, 14Ox1g0 LINTEL BLK. 14ox3gO LINTEL BLK. 2. MINIMUM MARINe FOR STEEL LINTELS SHALL BE 150-ON THE MASONRY WALL w/I5ox250 BASE R • • OF I/4 OF THE SLAB THICKNESS L [ / 140 N/A W.W.MESH(AS 5PEGJ COMIPACTED / w/-IOM BOTTOM W I-IOM BOTTOM w/ -IOM BOTTOM GROUT-FILLED MASONRY UNLESS NOTED OTHERWISE. X X 4' �, ? GOMPAGTED 6RANULAR / 2-19mmA ANC,BOLTS F E COMPACTED ZO GRANULAR BAGKFILL / 3. FOR LINTELS ABUTTING STEEL COLUMNS,PROVIDE L 89,89X95 UI: MBIOx39 BAGKFILL Z' h / SEAT WEJ-DID TO COLUMN CLEAR STONE �90 ry to 7 I / w/200.16x310 BASE FE a / 30 CLEAR / 190 lgoX190 LINTEL BLK, 19Ox190 LINTEL BILK. IROx3g0 LINTEL BLK. 190x590 LINTEL BILK. 4. FOR LINTELS ABUTTING GONGRETE fOLUMNS 0R WALLS,PROVIDE L 4-25mmm ANC,BOLTS .4 -- - - ---- -- i UNDI5TURBED 501E p•' / w/ -IOM BOTTOM w/1-IOM BOTTOM W 2-IOM BOTTOM w/2-IOM BOTTOM 102.102x9.5 SEAT SUITABLY AWHNORID TO CONCRETE. COMEA,1_TED 1\ i U2,w/2O xI ENGINEERED FILL v 1 / 5. WHERE H'15 LESS THAN'L',CONTACT ENGINEER TO VERIFY LINTEL /200416x320 BASE IE m / 4-19mm0 ANC.BOLTS e4'•-., 7 ;' _ ry � '•' J/ SIZE PRIOR TO FABRICATION. .< 10 „�1�\ \\� \\ /T\/ \ // \\/\ 240.190 LINTEL BILK. 24OxIgO LINTEL BLK. 24Ox3g0 LINTEL ELK. 240x590 LINTEL BLK, GO.W31052 //.//.\�\\iT/i; \ // /� / 1/ /� 240 w/1-IOM BOTTOM W I-IOM BOTTOM w/2-IOM BOTTOM w/2-IOM BOTTOM -515.)9x315 BASE IE 4-lq-41 ANC. MAIN7AI�N MINIM/M FROSRT GLOVER OR TO L .MIR 22mm EMBED. T"MIN. - .W.MESH MUST NNOT BE 915 IOPBNIN6 OR RECESS ���,\ \�,�\\� MATCH LEVEL OF ADJACENT FOOTINGS. ARRIED THROUGH SAWGUT GD3 SLAB ON GRADE SAWCUT DETAIL GDI6 INTERIOR FOUNDATION WALL 614,W31D439 290 290x190 LINTEL BLK. 290x190 LINTEL BLK. 290x590 LINTEL ELK. 29ox5g0 LINTEL BILK. w/315x19x315 BASE FE W 2-IOM BOTTOM w/2-IOM 130TTOM w/2-IOM BOTTOM w/2-IOM BOTTOM 4-M-41 ANC.BOLTS EAHCUT OR CONSTRUCTION t ,IN.722mm EMBED. JOINT GDI STEPPING OF WALL FOOTING CIS:W200x59 I. GROUT LINTELS SOLID WITH FINE GROUT IN ACCORDANCE WITH GSA STANDARD A119, wr315xi BASE I 4-19RR 0 E ANC.BOLTS 2. MINIMUM BEARING FOR MASONRY LINTELS SHALL BE 200mm ON GRp1i FILLED STEEL OR GONG. wMIN.722mm EMBED. MASONRY. COLUMN FORMED JT. 3. UNDERSIDE 4 FLOOR.SLAB,BEAM JOISTS OR ANY OTHEE R S R 50UR4 E OF LOAD BEARING T ON THE MASONRY WALL 40 CLEAR TYPICAL CAST I DAYS MINIMUM AFTER SLAB 4 LINTEL 50���yp, CORNER DOWEL5 SAME SIZE T 40 CLEAR GD35 ISOLATION JOINTS AND SPACING AS HORIZONTAL TYPICAL AROUND COLUMNS CORNER BARS SAME SIZE REINFORCEMENT REINFORCEMENT AND SPACING AS HORIZONTAL D 9-4' REINFORCING �[ .. Z •..e•. O p KEY(WALLS ONLY) m GROUT MASONRY -TOPICS SOL112 Q PIERS SOLID SOLID-TYPICAL Q m ry WHEN LESS • a O a' ' • Q THAN 51C WIDE CASE 152 kP0(,1L5) ry - ` 4 200 GLEAN SPAN"L" 200 40 CLEAR CASE II ® 1.80 kP.(UL5) GREATER OF TYP. TYP T' �, / TYPiGAL 12 24 BAR DIAL 2 OR 610mm ELEVATION �- CORNER DETAIL INTERSECTION DETAIL INTERSECTION DETAIL �/i1 MAX.SLOPE I TO 2 WHERE'LINTEL IS LESS THAN"L'l CONTACT ENGINEER TO VERIFY LINTEL SIZE PRIOR TO FABRICATION. (POURED TOGETHER) (POURED SEPARATELY) ;g. GD7 HORIZONTAL REINFORCING JUNCTIONS 60 12 ELEV. OF ADJACENT ' • (STRIP FOOTINGS AND WALLS) FOOTINGS & EXCAVATIONS 4. FOR LINTELS NS ABUTTING STEEL COLUMNS,CONCRETE GOLUM OR CONCRETE WALLS, PROVIDE L 102x102x95 SEAT.LENGTH OF ANGLE TO MATCH THICKNESS OF MA50NRY GD30 STANDARD HALL.ANGLE SHALL BE SUITABLY AW44ORED. SNOW ACCUMULATION DIAGRAM LOCATION,NEWCASTLE COLUMN TIES E. BLOCK SIZES AND WALL THICKNESSES SHOWN ABOVE ARE NOMINAL DIMENSIONS, ROOF DESIGN LOADS (SUPERIMPOSED) SNOW LOAD 152 kft*5BL.NL5) 137 kPo.5BU.(5LS) FOUNDATION SCHEDULE ASPHALT SHINGLES 0.12 BASER 13mm PLYHOOD 0.07 ANCHOR BOLT 30 CLEAR DIAMOND JOINT I REFER TO DETAIL SD4% GONIG.SLAB 1-IOM PIER/PEDESTAL FOOTING wB&IRT5 0.05 INS/LATION OAS ON DRAWING 5102 ON 6RADE NOUING MARK STEEL DE 0.13 ISOLATION JOINT SIZE VENT. REINF. TIES SIZE DEPTH REINFORCING sIm DECK OLIO FURRIN6 CHANNELS 001 I FI 165x1165 16-20M IOM 0 320mm oz. 415x1315 254 PLAIN Ibmm GHB 0,13 q - -,-'4� �-.'� �''z MECA ELECTSUPERIMP05ED Oro kPa .a' I '4 '4'. € F2 300x390 4-15M IOM 0 254mm oz. 2500x2500 305 8-15M EJ^L ..4 < • 1 c.4 DEAD LOAD F3 325x390 4-ISM IOM 0 254°rrn oz. 2"150x2150 305 q-ISM EA. 25mm GROUT] St • BREAKER F4 300x415 4-15M IOM 0 254-oz. 3100.3100 305 14-15M EA, SEE SGH®ULE i1 Ir 4 a PIER lR (TINS F5 4004400 4-20M IOM 0 320mm oz. 2455x2450 305 el-15 M E.W. FLAT ROOF DESIGN LOADS 11 FOR REINFORCING a.H CONCRETE (U STEEL COLUMN Fb 300x420 4-15M IOM O 254mm oz. IOOOx1000 254 PLAIN UNLC35 NOTED OTIERWISE PEDESTAL II I I UNLE5(SUPERIMPOSED)NOTED 1 11 • I ANCHOR BOLT I I EASE R F7 3%0x415 4-15M IOM 0 254mm oz. 115Ox1150 254 PLAIN SNOW LOAD 152 kPa f SB.U.NL5) �1 1 GD27 TYPICAL SLAB DETAIL REFER TO DETAIL SD46 III F6 3OOx415 4-I5M 0 O 254mm oz. SOxll50 254 PLAIN 37 kPa.SB .(STS, ON DRAWING 5102 I 1 FINISH FLOOR F9 300x415 4-15M IOM 0 254mm oz. 1400x1400 254 8-IOM EA. ROOF MEMBRANE 0,08 'L If f AT EXTERIOR DOORS 25mm NON-SHRINK GROUT 1 I ReHSed d'/slued 1 U I 1 10009m INSULATION 0.05 1\ 1 v I I n g Flo 30Ox42O 4-15M IOM O 254mm o4. 141Ox141O 254 8-IOM EA. 16mm ez 0.13 6 F Re-Bid1 02/!I/OB ���-���•s• 40 CLEAR ,R tv 36mm STEEL DECK 0.10 11 1 4 GON0REIE ' 1 F1I 360.390 4-15M IOM a 254mm 04, IOOOxl000 254 PLAIN MELWB.EGT 0.19 ( FOOTING ( �r GEILIRI6 O_I9 5 /slued For PNcmg 01/17/08 FI2 300x390 4-15M IOM 0 254mm oz, 1500x1300 254 I-IOM EA. 'II ��1011 TOTAL SUPERIMPOSED 0.14 kPa i 4 /slued F B/ds 08/07/07 F13 360x390 4-15M IOM O 254mm oz. 825x925 254 PLAIN DEAD LOAD 12 ` T' 3 /slued F aunt Ret w 06 25 07 ANCHOR BOLTS / /'' 4 FI4 16"O 4-ISM IOM•254mm oz. 1515x1575 254 6-IOM EA. ULEAR ELA5TOMERIC SEALANT IN IOM TES ,11, 2 Issued For Coordinofion 14/05/07 FOAM BACKROD CHASE EACH SIDE OF WALL TES O S o<. PIS 6^m 4 ISM oM s 254mm a.�. 600xl600 2sa g-IoM E.W. FLAT ROOF SUNDER MECH.I1111i DESIGN LOADS 1 4 1 U •.I (SUPERIMPOSED) f lssuod For mwh q 27/04/07 • • 19 1'.'° VERTICAL REINF. FIG, 16"0 4-15M IOM O 254mm a.c. 1350x1350 254 7-I0M EA. R.a.lon Deac7lptbn Dot. 50 CLEAR SEE SCHEDULE 4O CLEAR F17 16"0 4-15M IOM O 254m oz. 925x925 254 PLAIN SNOW LOAD 1.52 kP..5BU.NL5) Pzel.ct FOR EMAL REINFORCING 1,31 kFa.S,B.U,(515) NBWCOStle Library TO TIES I`?• � FIB 250x350 4-I5M IOM O 254mm o.c. 450x550 254 PLAIN y EQUAL EQUAL p I I c d°a M FI9 600X100 6-20M IOM 0 320mn o. 1400x1400 254 PLAIN SOmmF INSULATION 0.0,03 {I 4 .4 COW PIER DOWELS TO MATCH c' SEE SCHEDULE ---- - VERT,REIN, 64mm LONG.SLAB LID F20 40Ox510 4-20M IOM 0 320M ou. 2450.2450 305 8-15M E.W. 36mm STEEL DECK 0.10 Lxeuon MEGFVELEGT 0.w 150 King Avenue GD21 TYPICAL INTERIOR COLUMN FOOTING --- F21 450x510 4-ISM OM 0 254mm oz. 060x1060 254 PLAIN OEILIN5 O.Iq IF TOP OF HALL I5 F�05ED,CARRY GUT 50%OF ALL HORIZONTAL 50 F22 400x510 4-15M IOM O 2541-oz. 1000x1000 254 PLAIN TOTAL SUPERIMPOSED 2.49 kPo Newcost/q Ontario CHASE 4 SEALANT ACROSS TOP REINFORCING CLEAR 1 CONCRETE FOOTING DEAD LOAD 418 1H5 F25 415x415 4-20M IOM 0 520mm oz. 2600x260O 305 8-15M EA. olmt F24 415x415 4-20M IoM 0 520mm oz. 2150.2750 305 q-15M EA. CANOPY ROOF DESIGN LOADS tNunicipolity of Clorington GD31 VERTICAL CONTROL JOINT F25 415.415 4-20M IOM•325mm oz. 300oxg0DD 305 10-I5M EA. (SM ER1MP05ED) it SNOW LOAD 152 kPo'SB.U.(UL5) Dr b, IN CONCRETE WALLS 75 CLEAR 131 kPa+SBJU.(5L9) MAXIMUM SPACING 8000 mm.FIX LOCATION OF RENFORUNG Notes Schedules Loads CONTROL JDINT5WITH ARCHITECT/ENGINEER OPEN WEB STEEL JOIST SCHEDULE I�-INSUL INSULATION D°6 BEFORE CONSTRUCTION I&W M5U1.AT1oN OD2 & TyJ/%Ca/Details GD32 TYPICAL EXTERIOR COLUMN Mmm STEEL 0.12 L.L. PURR sr EEL NECK 0.10 MARK DEPTH LIVE LOAD SUPERIMPOSED REMARKS wRRIFIGGHANNEES OLIO FOUNDATION kN/m DEAD LOAD DEFT. IN,%W PLYWOOD OA2 oP.n by o,1. 400m-Jt 400mm 3.6 1.52 Igx38 WOOD STRAPPING K3:A.1C. I Fab.6,2008 J2 400mm 3.24 1.37 SPAN 0 SOmm oz, 0.01 Fn.Nome I sw.r.ed.. I s„veneded B REFER TO PION FOR MELFUELEGT 0.05 5100.dwg y J4 3 400mm 2.64 1.11 POINT LOADS, 360 TOTAL SUPERIMPOSED Obb kPa slant Protect 0 R4rin9 N-b.r DEAD LOAD J 400mm 3.0 1.27 Pro»ztf 16��, 0633 Shoalis and Zaback Architects Ltd. LAP VERTICAL STEEL STOP&Ra1T 25mm 50 BAR DIAMETERS FROM TOP AT SPLICES 4 Calarapul­t Sulte 208 Kh9N ,Ontorla KJK IZ7 GORES CONTAINING STEEL ARE e' FILLED 50LIDLY WITH 6ROUi. WITH FILL MORTAR 0LIll BUILDING PAPER VERTICAL GORES SHOULD ly 6� ceprM+t o aom rtm.r uoro..my tMn.e PROVIDE A CONTIW10U5 u3] ttl(613)S41-OT>6 fa.(813)54I-Deo4 CAVITY FREE OF MORTAR DPAPPIN65 & 2-I5M®BOOM oz.VERT. STEEL DECK T MATER mFRE551BLE o IN&ROUTED GORES 4RAKE PLACE MORTAR ON GR05� `D 60007.oc.MAX mr el•>wmcr w tn.mo...eNm.Pv m'u mr PLA ADJACENT TO GORES THAT WILL T GROUTED a la eaw.i. y.Kn.^o"nm�i atemni°rtr n ue onPLACE 6R.OUT IN LIFTS NOT �' o REFER TN TABLE N DWG.5101 Roney Engineering EXCEEDIN&ISOOmm.&ROUT 2-69x89.4,5 L'S x 200 FOR .IINr-IN eR IZE SHOULD BE VIBRATED OR J ry a SPACIM CORES Structural Engineers RODDED IN PLACE m 1800E oc. �Yi �t S OUT MORTAR I9mm MASONRY FASTENED TO STEEL DECK �° c ronD ergp,ce�nel t,(<)613 9 512-308 2 o K'iu 3wa SHOULD NOT BE CONT. AND CAULK PARTITION THROUGH JOINT Q HEAVY DUTY JOINT REINF. (i ALTERNATE COURSES L HEAVY WTY JOINT REINF. F ALTERNATE GO.A25E5 MZI MASONRY CONTROL JOINT MD2 REINF. MASONRY WALL GROUTING MD6 DETAIL OF LATERAL SUPPORT $ MD15 TYPICAL EXTERIOR 190 CONC. FOR MASONRY PARTITIONS BLOCK WALL REINFORCING MD12 TYPICAL EXTERIOR 240 CONC. ADDITIONAL REINFORCEMENT MAY BE RE61JIRED AT CORNERS, BLOCK WALL REINFORCING I'.ITER5EGTIONS,OPENIN95,AND ENDS OF WALL ADDITIONAL REINFORCEMENT MAY BE REQUIRED AT CORNER5, INTERSECTIONS,OPENIN&S AND ENDS OF WALL. HORIZONTAL JOINT INTERIOR NON-LOAD BEARIN6 REINFORCE ME VERTICAL TYPICAL VERTICAL REFER TO ARCH.DW65.NT - - GONG.BLOCK PARTITION REINFORCEMENT REINFORCEMENT 12hran GONG.SLAB ON GRADE 1� r W.W.MESH ° 25 CLEAR \ BUTTER BOTH—9 OF EACH UNIT 20007.COMPACTED 19rmn MINIMUM ITV/j TO ENSURE PROPER BONDAGE.51J15HIN6 CLEAR STONE THE LNIT WALL INT�TION &ROUT SOLID WITH FINE 15PLACED SHALL NOT BE PERMITTED, SPOUT IN ACCORDANCE WITH -- - ___ GSA STANDARD AI79. �- Eio •. CONCRETE O ° P• _ LINTEL BLOCK / '-{�' , / VERTICAL VERTICAL 25 CLEAR [/ � L/ REINFORCEMENT REINFORCEMENT COMPACTED GOMPAC. 50 CLEAR GRANULAR$'7 200 915 200 6RAK11AR$� 096M F1EMW $,�OF bIA1.1_ TYPICAL UNIT BEING PLACED / CONTINJO115 ANCHOR SET DI6 TYPICAL LINTEL/BOND BEAM DETAIL MDI� HEAD JOINT CONSTRUCTION DETAIL 020 TYPICAL SLAB THICKENING UNDER OpFNIU& DOVETAIL INSERT NOTE:WHERE LINTEL/BOND BEAF115 SIN&LY REINFORCED, ALTERNATE � INTERIOR NON-LOAD BEARING WALLS =IJ REINFORCING BAR 5HALL BE CENTRED HORZ.IN BLOCK. NFORGEMEN VERT.REINFORCEMENT RAKE BACK MORTAR OPENINM IN WALLS S n CAULK BOTH SIDES __-_ _ M64_r]Id_G_Y WAI 15 I. PROVIDE PRE-FABRICATED CORNER 4 TEE SECTIONS FOR JOINT HELD DECK TO PERIMETER ANGLE REINFORCEMENT. a 40"o.c.(1000.0)U.NO.WHEN FLUTES ARE PARALLEL TO PERIMETER ANGLE 6 AT EACH 2. LAP SPLICES FOR VERTICAL REINFORCEMENT 40 BAR DIAMETERS)NO.LAP RIB WHEN DECK FLUTES ARE PERP64DIGIULAR SPLICES IN HORIZ.JOINT REINFORCEMENT 150-MIN. TO PERIMETER ANGLE 3. PROVIDE DOWELS INTO FOUNDATION WALL FOR ALL VERTICAL BARS. STEEL DECK 4, BARS SHOWN ARE TO BE PLACED IN ADDITION TO REINF.FOR WALLS SPECIFIED ELSEWHERE. 5TW1G7URAL STEEL 5. VERTICAL REINFORCEMENT SHOWN SHALL BE AS FOLLOWS: PERIMETER ANGLE WALL THICKNESS VERTICAL REINF. 140- 15M I9O mm 20M TRANSVER`.E YELPS 240- 2-15M 290 mm 2-15M OWSJ OR 5TR41CTURAL STEEL SUPPORT MD14 MASONRY WALL DETAILS STEEL BEAM SIPE LAP CONNECTIONS: 51DE LAF5 SHALL BE BUTTON TRANSVERSE HELPS PUNCHED a 24°oc.(610"') UNLE55 NOTED OTHERWI5E STEEL DECK 711 THREAD 761 635 rITRANSVERSE MELDS: 11 DECK TO.T ALT OR STRUCTURAL STEEL OQ SUPPORTS AT ALTERNATE RIB LOCATIONS (4 TRANSVERSE WELDS PER SHE ET 3207.NUT PER SUPPORT UN.OI 32mmoP ANCHOR BOLTS OWSJ OR STRUCTURAL STEEL SUPPORT 5TEEL BEAM THREAD 76 5 508 SD4' TYPICAL CONNECTION DETAILS g FOR STRUCTURAL STEEL FRAMING 25rnrn NUT ERECTION SHALL BE IN ACCORDANCE WITH CSSBI PUBLICATION 3836-76 REV.81 m��� AND ALL OTHER APPLICABLE STANDARDS ALL WELDS TO BE Ey O(1907.)PUDDLE HELPS MI ES5 NOTED OTHERWISE 455 THREAD 75 360 I9mm NUT �0��� ANCHOR BOLTS Revised&lsmed 6 For Re-61dd1,g 02111108 5 /smed For PricMg 0!/17/06 4 Issued F&Ids 061,07107 3 Issued Fc aient Review 06 125107 2 rimed For Co dln b-14105107 1 Issued For Meetfig 27104107 ReNelon Deecrlptlon Dot. P-O.t Newcastle Library l ocatlen 150 King Avenue Newcnstie,On(orlo C16 IRS aient Municipality of Clarington Drawing Foico/Details Drawn by I Dote KSA./CCF. Feb.6,2006 Flle Name I Superaseas I superwdee By 5100.dwg Glint Project/ Dr nnBwNUmbtt//--�� Pr.jeet/ I R.vi / ` /D'/ 0633 J / L Shoalts and Zaback Architects Ltd. z x° I� 1 Z 6 10 yi 12 4=Imq,f Street 5 H,206 KhgA-Oni,H,K7K 127 mall:maBOaz°r — ta(613)541-0776 fa✓(613)541-0804 1400 '7200 7200 ,200 8400 2600 2000 amwgnf O aeoe.Rawr uew•wNO uanee I �wPl • Y a/ . neFSwiw LLnI1M ane FW2 I I I MNw!N�opew!Mtbn cm•nl er Ne• >r P .1 eiq•nal .•W.t anY elewFm%le Na.eONw eNwe �.r••.^V mY mk. mw a,wine m•ewn mane awy Yr m•r er 9,eaf•>Zwaau I I arall.a•ll eM iRw•w•ne r•pro••npgwm of anY lime maM by RmeY I I Lm b�r yens�U.n.m rgY,arev lie n®ax in�wee nee a eantreeL i- --- ---------------------- -------------------------------------------I--- -i I Roney Engineering Structural Engineers g00 Put4y Mill y R,K13 542_On92 KW 3Ne I a •' ygOkoe ne Dr.61 542 3082 I I 1 I I r J O L________J I 41 415 . I I II ! 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REFER TO MD207'S102 I 1 EXTERIOR FOIMDATION WALL TYPICAL 1� 1I I TO BE FWI UL-E55 NOTED g i 1 r! j \ ; •: I OTHERWISE r ���jjj rJ L___fi r______________ J I I I I I '•' '-'I-.._.._.._,._ - -"r.._.._ _..r.._ I 1 1 I I ,• `-------------- ! SLAB THIGKENINS i 1 SLAB THICKEN Me �I 1 27 O ! l r 1 -1 I REFCil TO MD2D/5102 1 1 REFER TO MD20J5102—.i I ! 1 I I I I 11 -TYPICAL j j -TYPICAL -- I I IO 1 II 1 I i I ' • 11 j 4 \d ii i I 1 1 1415 °: r I •a L- L"---�°1----!--T--I� I I I I I _.._.._ ._..-.. .._._ I 1 1 1 I I I fin,( ° I i I l____ I I I Y- 1 IY I I I Y I I • I L________J 1 1 1 I l I I i I I5�5 I 1515 1 I I I I I 1 i 1 I L---------j I I I I r___________J L______7 I 1 8 I d --------y_______J j i I i I ! I p'13 `. 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I I L__ _ _________ j--------------------------------i r--------______J j REFER TO GDI6 _____ L----------------J L________________J i L Eb i- I i_____ _______i_ ________i �E- r _J --------------_ w d g• ----� l ,„ ,' I 5 fw Re-Biddin 02111108 ---- I I I H 9 a ..''• !------- 4 1—d F-Prlohy 07117108 `---------------'1 : ° :. .4 r---------------J I I J /sued For Bids 08107107 I I I I 2 1ssrJed F C7lent Rif-06 125107 1 /slued Fa Neebby 27104107 Revialon Deearlptlon Date Probst Fw2 Newcastle Library FOUNDATION PLAN o align so 150 King Avenue Newrnst/e,Ontario L1B 185 dlent Municipality of Clarington Drvwlag Foundation Plan Darn by I DaFete KSA./C C.F. b. 6,2008 File Name I Superwen I SaPaReeeO By 5100.dwg client Probst/ Drawing Number �/f Protect, (R�slon, ( S20/ 0633 Shoalts and Zaback Architects Ltd. 2 6 n 9 10 11 12 YI f 4 Cataraaui Street Sulte 206 King•ton,0M.,lo KM IV 1) _,_ p 1400 A- 7200 "1200 1200 9400 2600 2000 - an: mana:aran.aan i I lna aa°w wdl.°-w w.�.e ia'r a l.°a h�0.w l -d gb��°aw I I I 1 Inw wo nm �ma e. n suer ar �e y m.�<awromcr I I e.fwea��.�a4 mo.�0�wrlr°xn�Pwy�rn�°«Mita.e°ie:.et'"v Roney Engineering nl hl NI OI 8 Structural Engineers goo Purdy MNIe p.,Kinq°ton Ontario K]M 3M9 WI50x22 T G� _ _ _-_ A oneygCkoanat.(t)Bt3-6a2-3082 II I I I 1 MF=65 kNm-IYP. j l I I I 58.0.16,LZG STEEL DECK OVER I -TYFIGAL p I p p p I W55 OOIl1RIG I RS l�MOD VEUAD ro OUTPJb� -TYPICAL -TYPIGAL N55127 Ix6.4 I P010.34 P610.5q --------------- --- I W150x32 `Mf=115 kNm o - GI5 I M05 kNm i D� �MF=65 KNm j l Llbxl 6.4 OUTLIII OF SCREEN Llb 6x6.4 _ _ CANOPY ROOF ROOF I I G 500, L 11 9 ° I 5301 2.01 kFC 152 kPa n. 5301 I ry ry Y u.DIA al m I� N $ n I9 ug 8 N � 5301 2.01 kPa 0 3 Q 152 I O °,1 L16X76x6.4 I y�� rr701 1 1 ry a M1=IIS kNm GI5 Mf=65 kNm n � Mf=b kNm T _-_-_-_- -_- -_-_-_--- H I Wi50 30 =Lry I .L I � LlbxT6x6.4 I / � nXr ry tn� n p 3 \ I L OPEN TO U I j tt1 - . ML Q L16x76xb.4 Q�{ 06x*116.4 / G5 W250x56 G1 MBIOx39 -_-_-_-_-_ _ _---_-_-_- H- I WISOx30 US I M1=6 kNm M1=65 kNm I I I I ry p m _ 3 X O BELOW 1 � I I I I I 600 GI5 �Mt=65 kNm CIA I -M,=&kNm W2sOxsB P010.5.1 G1 W310x3Q I WI50y30 Lr1 I I I ry Iry n v m %Yl e e I L76x16x6.4 L"16x16X6A 0606x6.4 530 5$O1 I Mt=65 kNm-TYP. 2Uy T01 y8IOx33 TLy H -- ----------------- -- H pop �` WI50xl8 1 LO VI °'I �I •IL y <11 Dili G3 W310x52 L3 I I I I n I I - I I I -_-_-_-_-_-_-_---_-_- \fl J _� _-_-_-_-_-_-_-_-_-_- -` 6 Far Re Ridd/ng 02111106 5 /saved For Prking 01117106 4 Issued For Bids 08 107107 Me 121x51%6.4 LLV W 3 1 d F aimf Re New 06125107 OI71RI66ER5-tYPIGAL �j 2 tus d F C-al-d-14105/07 I /weed Fa•ll-lk,, 27104107 LOW ROOF FRAMING PLAN ReM.lan Desclptlon Dat. 56nmx0.776 LZG 5TEEL DECK OVER 1,50 Projeee MINIMUM 3 SPAN GONTINIJOlr Newcastle Librory 64mmPETE SLAB 150 Kin Avenue ON 391 52 MWIb,T x MWI6.7 WJN.MESH Lecatbn ON IHN 5 SP O STINJ DECK MINIMLM 3 SPAN GONnN10U5 g Newc Vo Ontork LIB IN5 cnent MunicipcIlty of Clorington Drawng Low Roof Framing Plan Drown by Date K.SA./GC.F. I Fed 6,2008 nle Nana I Sup- 15upsn d By 5100.dwg CIMnt Project Drawing Number P06 33 p ReM 6 eton. 5202 06 1 Shoolts and Zaback Architects Ltd. < b xg 4 Ootaraqul Street Suite 206 Kirpton.Ontaro K7K IV a: eRGezarc 1200 '1200 w(613")541-0776 fox(613)541-0504 n�gripht a 200e,Rena Dieinen'In9 LtnKeE I I I .�ame uieoo Iw.�.ma mtul'e� �a�w el�n� —__-________---___- _--_---_____—_I—_ Ve,anr b� ea.ue�.a u.e. aneel.ezme... u�..rmseuamio�Rw+r;Itn�n°.a,:y rww::ea eui nme,',ei°nq 0 0 � 0-1 Roney Engineering H51.,6AH1ZE6 I Structural Engineers GALVANIZED 2-6,545 6IRT5 900 Purdy Mills Dr.,Kingaton Ontario K7M 0M9 DIAGONAL STRUT el TOP,1 BOT7OFU TYPICAL GALVANIZED-TYPIGAL U oneygOkoe.nei.(0 615-542-3092 I I 2 0\ 0 0\ 0 G\ io 0 1 (T 1 0\ Omm Orrun 203 I V I I 203 2-HSS-Ibx,bx4.6 6IRT5 0 TOP,I BOTTOM) GALVANIZED-TYPICAL I 1 I I I I 1 Omm 0\ gran 2-.15x5 6IRT5 Q 0 TOP,I BOTTOM) U 5301 V GALVANIZED-TYPICAL I 203 2 MECNNICAL UNIT SCREEN FRAMING PLAN 1,50 ELEVATION OU ELEVATION O L25 25 Q 8 7200 7 6000 I I 1 I T.0.5 3.9 _________________________________________ i ---_- g5mm WEB _-- EACH SIDE OF OF BEAM BEAM T.0.5 O q T ---------------- --- --------'---- -------- -------- --------- -------- -------- -------- --------- -------- ---------i T.o,5 , b yry�}I0 OE *10 ry�' Gi ry Vt F•aY F �E FIN.FLOOR FIN.FLOOR U/5 OF B.R-150 Ur5 OF B.1E-1501 600x194500 BASE 5 w/4-32mma ANC.BOL75 ELEVATION ON LINE OI ELEVATION ON LINE O6 h 5O so ,200 6000 1 1 I I 95mm)NEB sTIFFEiffR EACH 51DE OF BEAM R.,f-d&Issued 6 For R—Bidding 02111106 ''77'' T ""�� T.O.S TO'9 5 Issued For Pricing 01117106 _ ________L________1________1________�________ SL I � 4 /rsueO Fa B/ds 08/07/07 _ _________ _______________________________________ F_____ ___________________ -----------------------__ 3 /ssuad For alsnt R—rtw 06 125107 2 Issued For Caordlnotion 14 105107 nP `�a r�r0 pji`phh T`S Reviswn Aeim9 /04/0p.scpw D t+O 7 yo' UOE RNewcastle Library .Cno�O6F �i�`rY ��.Ep'V' •e cF.�+59 �` Location 150 King Avenue FIN.FLOOR jq5 FIN.FLOOR q9,5 Newcast/e Ontoria L1@ 1H5 -1— U15 of B.i -ISO pienl s u of B.e-ISOJ Municipality of Clorington 600x191500 BASE FE w 143211P ANC.BOLTS D..Irg PARTIAL ELEVATION ON LINE OB PARTIAL ELEVATION ON LINE 10 Mechanical Unit Screen 0 Froming Plan & Steel Elevations Drawn ey te KSA./CO.F. I DaFab.6,2008 Fl.Name I Suoersedp I Supereeded By S/OOdwg pknt Project 9 D111N9 Numosr Pra , 066 33 I Rsdaa 4 520J Shoalts and Zaback Architects Ltd. A- 1;9- 10 4 Calar..1$treet Suite 208 1Z7 1400 on: orcn.com 1 I I 1200 I I 14400 9400 - la(613)541-0778 fas(813)54t-Oe04 I I Ixpyqt aao0.Nova 0ro1«rxp Laelw 941 941 �no.na as a«q.w w�awty r R�rY m«.me unl.e..a �.rrProeraa�uWw�abmeuieea h.Nw a q Dort .Wr....a nN1en ex.r.!b Ua.W=1ua e.gn«r. m.=oeuy a dl nae w e a 4r"M a- gneYUrM�Lta,b enY eatY Nq dwin Pma r+gq�ep l6 FwaiwlY L7 xlbxas COW. Rffow^neeey Engineering Structural Engineers Mt=1.4 W. M=2 kNm -M,=1.4 KNIn 900 PYMy Mills Dr.,Kingston Ontario K7M 3Mg 1 G�� 'TYP A anewaxpe.nst.(t)613-542-3092 m O 11r=121 kNm H,=121 kNm � d� x�3ok xx9 xx3 �9� X301 x�3 Pe git Q� Prl p Q 1 N rygry n IN ( I I 9 Pe pro I I 1 I I I —H Gv3 H410x46 1ANKED I I I Mr=183 kNm Mr=163 kNm I I 1 I I I I Po P1` 1 I I i I Pt PP I I I I I i Q,. pvt I 1 1 I 1 I W410x46 i I Mr=142 kNm Mr=142 kNm �`�+Jl N � N I I I 900 I I 900 MITRE CORNER5 ' L 76.16x4.6 TRIMMER C— I —-—-—-—-—- -- -- - ------------ -H G\k K4IOx4b CRANKED H 01 ---- D M310.45 Fir=139 kNn M,=139 YJJm H55 102.102x32 PURLIN-TYP. Imj pkk / °SOp 530 Qr Qvti x � � m r ry n Q m e, � Qa pt1 ,p PO Pv` r N 5301 q ,e X N610x45 r D 0\11 W410.59 CRANKED Mr=126 kNm Nr=126 k14m L lbxTbx4.5 TRIMMER o +155 1o2xI02132 8 \ TYPICAL y L 16.16x4.8 CONTINUOUS 3 -TYPICAL ,12 Pv` PY' 12 R PY+ pvttt61 —H 0\ H41ox46 H °`\ -—-— F M,=140 kNm M,=140 kW P� Pr 5301 A � q U0 a ON3> pLq,r7,9 Pv$• Pt yq. p z,a. QN�. pv 3. P�,�. Qvaxry. +1y 102.102x32 PN PN ReW-d k Issued AT GOLUMV5 ONLY 6 Fw Re-Biddhg 02111108 -TYPICAL 600 EQUAL EQUAL 600 600 EQUAL EQUAL 600 5 /sued F Prinng 01117108 G��' W41Or64 G�1 4 1—d Fo.-B/ds 08107107 1KEV 3 Issued Fw Giant Re New 06/15/07 M,=1.4 kW m v Mr=6 kNM 7 M,=7.4 kNm M,=226 04. -TYPICAL Mr-226 klin x o 2 Issued For Coord1notion 14105107 F MestAg 27104107 ReNSion Daecrlptbn Data proket Newcastle Library MITRE CORNER5 L 16.76x48 CONTINUOUS -TYPICAL J N LO..U. JJ11 150 King Avenue Newaast/q 0nt- 08 1H5 al-t HIGH ROOF FRAMING PLAN Municipality of Clarington 3bxO.lbmn LZG STEEL DECK OVER 1150 MINIMIM 3 5PAN 0ONTTWXAY ALL PURLIN5 2 SPAN CONTI1i)CU5 Fry 102.102x3.2 Drawing High Roof Framing Plan DratNn by Data KSA./CC.F. I Feb.6,2005 nle Nwne I SuPanedee Superseded ey 5100.dwg .1-1 Propct/ I Drawing Number Pre>«t, Rew.lan, S204 0633 16 Shoolts and Zaback Architects Lod. CONTIN)OU5 0.16mm BENT E WELDED TO PURLIN5 q. 190 GONG.BLOCK 240 GONG.BLOCK 1315 qO MASONRY VENEER--,- POUR 5LA5 TIGHT TO WALL qO MASONRY VENEER POUR SLAB TIGHT TO WALL 1165 TOP CHORD OF OW5J 4.5 NJT [PROVIDE BOND BREAKER TO PROVIDE BOND BREAKER TO 4.8 ALLOW VERTICAL MOVEMENT ALLOW VERTICAL MOVEMENT GONG.SLAB ON GRADE GONG.SLAB ON GRADE r__ _________________________________________ ___ WASHEED�OPED W.W.MESH W.W,MESH I I 200M COMPACTED IqM 200—COMPACTED Iq— ' OW5J BOTTOM FIN.GRADE CLEAR STONE�50 FIN.GRADE CLEAR STONE�50 1 I CHORD 4 Caeara9m sire.&soli•20B Kmgaon,0nlero K9K!n I Q I o - ol:mall0ezacn com 4bmm le [&1(613)5{1-0796 lo+(au)sat-oeos QcwKa l®s•oa n«.uo..«•tmu a I ° • I JOISr SHOE 1x•e^^'pw ane°••�•w n .M.,. JaMat wwn nme� a af:e a mwr°awMnw " .� / - / 1 ° ° I MIN.BEARING OF 64M .nnou u.. mn..,.r na. et.,ra...w•e. I 300 CONCRETE WALL i l 430 CONCRETE WALL i 1 d a I �awt`m.ne'r`al,°.re.�9ww..y'ie tn:.as:'ire tp•wwiq Wm m:°ro°.��i,m / ° / FREE DRAINING d e 1 L FREE DRAINING COMPACTED / / I < d. 1 naMCta ae u+n°°°'w�„e �p uoN.e a,yw wsa meaaza en im�1 C \\ COMPACTED j/ p \\ GRANULAR B 7 L i rm- m I d : au`a wf0.un i°aer,tm r uan.en:w ua . . 7 \\ GRAM)LAR 5' // 0 \\ 1 COMPACTED P r I a s. Q4 4' I \\ J 4.' GOMPALTED // t\ �4. GRANULAR'B'7 /// j Roney Engineering \\ 6RANVLAR 5' / \\ / // I n d 4 < 1 Structural Engineers \\ SNEAR KEY 3-15M TO l�/ L COMPACTED �\ CONT.36x89 3-15M 768 ! / LGRAWLAR'B, I p d a °d RIDGE BEAM qwyPyOkoemelR(t)B13-542-]Dg2b K)M 3M9 GRANULAR'B' SHEAR KEY '° / DRAINAGE\\ , 26B ; J DRAINAGE \\ , 242 i I a ° d° d9 ..4 DETAIL TILE \ TILE \ 4 / I a I 1.5 (,^� 4.d g5mm6 THREADED ROD I I I I GOMPAGTED GOMIPAGTED UNDISTURBED 6RANIILAR 5' UNDISTURBED GRM}jULAR'B'. PIER 71' CEILING PALL HILTI 1-15-156-12 STRUT ��Im��m ,. 1-��-T. ��Ir��-��-1� �T;�� �I ���n ����� 1:10 DESIGNED BY OTHERS w/MOA-F y2"SADDLE MIT 1125 1125 gl5 qS boo 600 I I FOUNDA TION WALL pW� FOUNDATION WALL ��,y2 ao ao H55 102x102.3.2 1455 102AO2x3.2 DETAIL t2 1,5 RIDGE BEAM I STEEL DECK 16x6.4 FE ONE SIDE 8 OWSJ � OWSJ 1Q W250 W250 '4 STEEL DECK I I STEEL DECK •I • I I 12 `___ 12 CEILING PANEL DESIGNED a �5 BY OTHERS I 1 'OM YES STIFFENER ®ALL BEALOCATIOI N5 L 76.,6x4,6 O W310� H STEEL BEAM W STEEL BEAM L 1646x4.5 SECTION STEEL DEGKI 12—GOMPR DISK MATERIAL TION 1:10 G�1/1 t JlN 36x6.4 STRAP ANCHORS ®120Omm or. W250-TrP. SECTION B 1,20 530 W sTEEL BEAM IY �\ JJV 1200 200 2001 2100 n00 IMMER L L 16x16.4.5 200 200 200 1 200 STEEL BEAM GONTINUOPi 1 5TEt1 DECK L 16xT6x4.B STEEL DECK CONTINUOUS L 76.16x4.5 GONT,TRIMMER 16x1 x GONi.TRIMMER CONT.ANGLE I H55 121x51xb.4 OUTRIGGER 1 STEEL DECK F p SLOTTED AT BEAM NEB 6� 1� 51.51x32 OU1RI66ER� GALVANIZED I UO TRIGGER 4 PROVIDE [11A,MESSHNG.SLAB ANGLES®120Gbvn o.c. POUR STOP ON UWn STEEL DECK STEEL BEAM —" STEEL DECK _ STEEL DECK 20 ______ ______ ______________ ----------- STEEL BEAM jk= g5mm NEB STIFFENERS _ _ _�_ - 77 — — e 1 ONE 51DE 6 ALL BEAM ___-__l-___- L STEEL BEAM BEYOND LOCATIONS STEEL COL.BEYOND F STEEL COL. 4.8rnm GAP IF G/w SEAL HELD L 51%51x4.8 H55 121x51 11 6.4mm IQ 5 200 lay STEEL BEAM STEEL BEAM BOTH SIDES i' WISOx24 5 200 . t SECTION/"C SECTION 1,20 1,20 SECTION � '1 'I SE TION H ci3O 530 1.10 530 1,to 5� 7✓V ij 7Jl! —STEEL BEAM BEAM li STEEL BEAM ; �- STEEL CAL.El ii STEEL L.BEYOND SECTION 10 c g°° SECTION G o 38 mm STEEL DEC K GONTINX1.6 TRIMMER ANGLE 02 ---------------- -------------------- 900 6000 q00 VARIES 900 300 1 H55 R/RLIN REFER TO CONTIN/OJ5 1Q W250 BEAM 3Bmm STEEL DECK GONT.TRIMMER STEEL DECK 3 L 16.16x4.6 ANGLE-ttP. t H55 102.102x3.2 OUTRIGGERS H55 PJRLIN,TYP. 0 `STEEL BEAM - ------------------- _____ ___-----_---- 5 AT BEAMS ONLY-TYPICAL _____---------------___ ______________________ I STEEL BEAM �I STEEL BEAM H55 102x102 OUTRIGGE2 _ O L 761!16x4,5 MOMENT CONNECTION I: I it 1 1 1-38mm STEEL DECK OWSJ W410 STEEL BEAM -REFER TO PLAN p STEEL BEAM BEYOND I W STEEL BEAM SECTION L __ _ --- 1 f' 1,20 2-15M GONTIM10Ur W STEEL BEAM __ _ _ _ __ 5 PECK eROUT BOND BEAM SOLID _ L _ _ Gin 3Brml STEEL D `�'� IN BOTTOM OF BOND BEAM. _ I STEEL BEAM STEEL BEAM L STEE DECK .4 t ANCHORS j1 '_COL. 36x6 BEYOND CAL.BEYOND--i ®1200mm .� o.c. SECTION K SECTION M SECTION J d5 530 1:20 J30 J.JI/ h2O RaNSad&1—d d 530 GALVANIZED G.B 6 For Re-Bidding 02111108 4,13—GAP 11 5 Issued For Pr/Nng O1/1l/OB 104.15 T.O.S. ________ __________ 4 /sued Fcr Bids 08107107 1 1 W BEAM 3 /ed Fa-Glmt ReNaw 06/25107 I 1 I 2 /sued F Coordi—V-14105107 I I GALVANIZED 1 1 1 /roved Fa Meafnrg 27104107 GALVANIZED 1 g Revielw DeeaVtlon Dale P05T ' I 8304-/g G-CLAMP Pr.7ect Newcastle Library 210 I I 900 L 16x16.4.6 CONT. 1 1 Location STEEL DECK I I //'�� ________ I I 12mm GOMPRE551BLE MATERIAL I! 03.10 1 UY'OF STEEL 1 1 ------- Newcosf/e/Ontario UB 1 I I 1-25.25x3.2 4 SIDES GALVANIZED LIB/H5 38mm STEEL DECK I I NELVCV TO P05T MITER agent conTlnuale CORNERS AND FULLY VELD g5mm0 THREADED ROD o�1121�.5I.�6.4 LLLPV Municipality of Clarington TRIMMER ANGLE I I TYPICAL ALL SEAL POST �1 ----------- ___ _____________ STEEL BEAM ----------- ,; --- I I VENT HOLE HILTI N5-156-12 STRUT --- --------- I I CEILING PANEL 2-ISM CANTINX)US 36x6.4 STRAP ANGiORS S DESIGNED BY OTHERS -VaA-F V� SADDLE MJT Drewinq FMS P!W_iN IN BOTTOM OF BOND BEAM, O 1200mm 01-. r� Sections & Details 2-ISM GONTIN70115 &ROUT BOND BEAM 50LIM 125x16xl25 BASE It IN BOTTOM OF BOND BEAM. L 51x.51.4.6 L 51.51x4,6 64ZOUT BOND BEAM SOLID STEEL BEAM STEEL BEAM 36x0.16 LZG STEEL DECK STEEL BEAM —STEEL COL. 36x6.4 IL ANCHORS Drawn o9 Dote ®1200r-a, SECTION }' ELEVATION KSA/COF, I Feb.6,2008 SECTION 1:20 52/1 1,10 M.Name I$1Per. 1 I SuPeneeea By J✓V ELEVATION('Q SECTION R s10�.d.� 1:15 G�1/1 1,10 G'3/1 I,5 G�/1 agent Pro1.ct{ Drnwing NumOer :7✓tJ JJl/ J✓l/ 06 P / I 06".IOn/ 5,301 0633 Shoalts and Zaback Archnecft Ltd Protect North F_ 01-11C­OF PRACTICE NO.2436 IN 4 Cot...I.1 S-1,Suite 206 K7K IZ7 ­0 ­114111IM—- 13)54 0776 f..(613)541-0804 Tt,l,h I Iol,rot d-bll,md d,,Ig,=d MWI ot be Fl =.toi­iltilli I?I�and-Ify III dIm==1.Zd�1 all T ___9 .D', kc-6 to tho—1—bHo,to C-1 -�gll.,I-t to b,_Ioil.�y 3 LL _�j M th.I =t­b f,­ "'m h-dr-119. -h t-tl-­1 of .�hlt­t W Z t,.th.ty of r /C-61: RoneY Erdneerina Structural Engineers 900 KI,ql Onto�i, ZIM9 ­wIlill000.,le.W 613-542-3M2 Atim Mechanical and lectrical Engineers 141A Hiolo,on A­Mi Ont*HO K�21,17 --------Tl­t� TJ i =z=z- ------------- 6�N�&Court.�Ito 3,Khg.t..0,,1 K7P 2I8 A W$13-63-9278 K 2 \ Roof Top Unit Location 1:75 (TYP.OF 6) 3.0 Kw E.F.F.H Pi ogram 4OOx4OO(STOR PROOF BY DIV.16. AUGN DISCHARGE LOUVRE TYP.STORMPROOF 2). -R')YOPAR&LEL TO)SLOPED N CEILING(TYP.). 75 85 35 65 A A.1 Lio-1 A 0/150 600x150 MINION E ATE R CAL LAY-IN LING /A PAN (TYPICAL U.N.D.) 350 4SOO 1 350x250 25OX25D FD Vesd le K 6DOx2 I 12C e C INET UPPER A/C UNIT SCHEDULE UNIT NO. COOLING CAP. GAS INPUT VOLTAGE MCA MOCP L/S E.S.P. I MIN.O/A WEIGHT REMARKS BID —1"50 DEAL E r x4 K c nee A/�b_atsj BD , 9; -- — Jm I AIC-1 4 TONS 22 kW 208/3/60 27.5 35 760 200 P. 55 L/S 400 kg --- LI I '. - i �I'll A/C-2 3 TONS 14.7 kW 208/3/60 2,15 30 W5 1 1 400 kg --- lRnr 6 BD EID AfC---3 W 208/3/60 29.5 —40 — L A/C-4 7.5 TONS 35.2 kW 208/,3/60 4.4.3 50 1,400 200 Po 110 L/S 600 log A, IT Cl. 1 122 ILL= (TYP.OF A/C-6 4 TONS 221,W DII/3/60 37.5• 45 750 200 P. N/A 500 kg ENTHALPY WHEEL ECONOMIZER jo 'Y- — ---I — A w/C I 25OX250 SOUND 107 JC-6A j 0.5-1.0 TON __NA 208/1/60 .,0 A INDOOR UNIT TRAP R/A E 104' 4--l—S. NA 208/180 TRANSFER 10 RISE OUTDOOR UNIT FD A/C 17- NOTES ROOFTOP HVAC UNIT SHALL BE COMPLETE WITH FACTORY BUILT ROOF CURB,ECONOMIZER,GRAMTY RELIEF DAMPER,AND 7-DAY PROGRAMMABLE Ser ite F 105 COMMERICAL ELECTRONIC THERMOSTAT.THERMOSTAT SHALL AUTOMATICALLY RUN SUPPLY FAN CONTINOUSLY WHEN IN OCCUPIED MODE.PROVIDE U 'A ALL NITS dor hildren's WITH CO2 SENSORS 0TV CONTROL ECONOMIZER MWIMUM POSITION. 00/1 610/250 x x x. WOUND EFFICIENCY SHALL BE MINIMUM 1-1 SEEM �fion > MI"UMUM QUID—AIR-AIL BE-011—BY HRV.ECONOMIZER DAMPERS SHALL REMAIN CLOSED UNLESS COMANDED BY-2 SENSOR TO OPEN,OR UNIT CALLS FOR ECONOMIZER COOLING. 1 1 ILJ - ALUMINUM E L___ 7-T�_- FD (500x350 -- -.� `. ECONOMIZER OPERATION NITHOUT HEAT RECOVERY. UNIT A/C-5 ONLY SHALL BE COMPLETE NTH ENTHALPY WHEEL ECONOMIZER WITH POKER EXHAUST AND WHEEL TILT FUNCTION TO PERMIT FULL 650x200 IN�URUN SPACE-t LGI,2. THERMOSTATS FOR UNITS A/C-1 THROUGH A/C-5 SHALL CONTROL BOTH ROOFTOP HVAC UNIT AND RADIANT IN-FLOOR HEATING WITHIN EACH ZONE. IN-FLOOR HEATING ZONE CIRCUU710N PUMP STALL BE ENERGIZED ON STAG 1 CALL FOR HEAT,AND ROOFTOP UNIT GAS HEAT�C710N SHALL BE IGI URLIN SPACE 50 1 , ENERGIZED ON STAGE 2 CALL FOR HEAT. 100 30D. I T17 Sao- DUCTLESS SPLIT SYSTEM A/C-6 SHALL BE EQUIPPED WITH LOW-AMBIENT KIT AND WIND BAFFLE TO PERMIT OPERATION DOWN TO-40-C.ATANDARD OF E 450.100 bORRID ACCEPTANCE 12GA/PUY-Al2NHA_ OF ID rvi � i 1 1 1 Imformation testibule RISE TO AR I (TYP.OF or yon Lobby 1-1 1W E�F:. .1 L-1 i Point 101 00 V. LA 117 129 L :j \_F 1220/4 (TYP.OF 3) LOCgiE DUCT FAR (TV,OF(i ❑ GHT UCT IN 2) H 41 HEAT RECOVERY VENTILATOR SCHEDULE 45 T---T17-- --p- I L/S I ESP I HEAT EXCHANGER I DEFROST I VOLTAGE I MCA I MOCP A 610/1515 - -AV- aRV-1 1 270 1 125 Pe I POLYPROPYLENE Fr.DIRECT DRIVE IRECIRCULATION 1 120/1/60 1---1 15 (TYP.OF B NOTES, •jBD 131 PROVIDE 7-DAY PROGRAMMABLE ELECTRONIC TIMER SWITCH C/W BATTERY BACK-UP TO START AND STOP HRV IN ACCORDANCE III j NTH BUILDING OCCUPANCY SCHEDULE. Children's j LE STANDARD OF ACCEPTANCE IS VENMAR HRV 6M H:)use sing Bidov 1' 122 130 g GRILLE AND DIFFUSER SCHEDULE 6 I I I TYPE DESCRIPTION MANUFACNRER MODEL No. 80RDER OR FRAME REMARKS v­ TO 7477� A CEILING DIFFUSER E.H.PRICE SPID T-BAR rE Al 41 B SUPPLY REGISTER EH.PRICE RDR F C/W AIR SCOOP D Do C LINEAR DIFFUSER E.H.PRICE 48•/SPAJ1DO/4/2/IV - FACTORY PLENUM --L) i78e /V 4-!/ 1 1 8 1 1 D EXHAUST REGISTER E.H.PRICE so p C/W BAL DAMPER \x I isco , ea C; 19 ­V E SUPPLY REGISTER E.H.PRICE 520 F C/WBAL DAMPER t 0 / I I' F RETURN GRILLE E.H.PRICE w F (TYP.OF 3) NOTES: r AIR FLOW,LS 300x 00 x2 D:)— LOCATE GRILLES AND DIFFUSERS IN ACCORDANCE WITH FINAL ARCHITECTURAL REFLECTED CEILING PLANS AND DETAILED I. ELEVATIONS. TYPE— top CONFIRM FRAME STYLES AND FINISHES PRIOR TO ORDERING COLOUR TO BE f1 2406 ea y— — — — R ing F TO BE WHITE U.N.O. 135 ACCEPTABLE MANUFACTURERS ARE EH.PRICE,NAILOR,CRANES SIZE 136 7 AND ANEMOSTAT. m f-R-Bidding L P- R,,,ssd-d Issued Feb. fl.2008 2 Issued for Bid. August 7,2007 (TYP.OF 4) 1—d f-R-fivil, kine 25,2007 R. Newcastle Library (7-ender AIVICL2009-7) 1.0 kW RECESSED CONVECTIVE LoIot- ELECTRIC HEATER C/W WALL MOUNTED LINE VOLTAGE 150 King Avenue THERMOSTAT BY DIV.16.(TYPICAL OF 6.)THESE HEATERS SHALL BE Nfe""I"14 On tolo DELETED IF SEPARATE PRICE FOR LIB H,5 IN-FLOOR RADIANT HEATING 01-t SYSTEM IS ACCEPTED. Municipality of Clarington D,._g HVAC D.-by Date M.D.R. 7.2007 (TYP OF 6) /CA ram MINION E IN Y_,. IN C Lc(, �1 Floor Plan R.N­ I S1,,lInMMI" I S,p-MJ*d By I:so 0702-MLICH 7 06JJ All- I Shoolts and Zaback Architects Ltd GAS METER TO BE INSTALLED IN ALCOVE INEXTERIOR WALL, PROTECTED BY ARCHITECTURAL METAL GRILLE IN FRONT. SEE ARCHITECTURAL DRAWING.CO INATE WITH UTILITY. 25 UP O A/C-3 19 UP TO - - A/C-2 Pro)eal Norm 19 UP TO CERRFlCAIE Or PRACTICE NO.2130 4 Catonaaui Shoat Sake 206 Kingetm Ontario K7K 1Z7 HB-1 .- dn:m�no,zach.aom 1 �TO _� jl .(61})511-111)6 fox(613)541-0604 - Thfs V a o�yright drawing-a design and Nall not be used, r"roduoetl Need without_tten Permleekm.Tha G j 4� ❑ LJ troctar Mall chock and wwlfy all dbnenelon,and­-N all - - ---- and amLekme to the arddtat Prla to c clog Ith work Th.drawing.are not to be-led.Any deWOt In wnatructlM from the infgmvtlon shown an lhesa drawing, 9 �!t 1n t y9 L wilhoul !!a Ne Ac l<e t Is sdey the IV G j rgponsWillty of Me ConaWCta. 0 50 III Roney e�rh ral Engineers KIM SMg I _1____-____-___ ..� 900 Purdy Mille Or.,KMBa[on Ontario - - � _-- A TO raneY9okonnet.(O 613-542-3082 r--`----25 UP 1 I, I I Atra 6,dneerby Mechanical and Electrical Engineers j l VIII RISE UP TO PEAK OF COU G AM ckson-A Hi S-L Kingaton Onb,H.K7K 2N8 11 mallQatlro-eng.cam.(<)613-5413-1440 RUN GAS LINE FOR Fl LADE Inc.F_-- I � TIGHT TO RID B 11008BIM1 EI1l�t10erRIL7 O W L--_-._._-l�___- 1 Engineers �j--J-- 633 Name Court —,3,Klagelon.Ont.d.K7P 2Rg fir,, 9 1-^ I e peeelynakee.neL(t)613-634-9276 1 CONCRETE SUMP PIT FOR BUILDING WEEPERS Program 1 BT GENERAL CONTRACTOR.DIV.15 SHALL II Room ' �----— PROVIDE SUMP COVER PLATE,PUMP, 7 8 ------- -- —- CONTROLS AND HIGH LEVEL ALARM. I� 2 4 O - I --- 75 STACK N]JT UP / j PROVIDE GAS CONNECTION TO FIREPLACE �/ SUPPLY AND INSTALLATION OF FIREPLACE THROU GH ROOF H11YT`1 SHALL BE BY OTHER DIVISIONS. --------- -------------------------------_-._...------ ------------------ -- --------------------- -- 11 I I J z 75 _--------------'---------- T Natural Gas Piping MCO l I � WtC-1 1 N 2 NTS Office I �l M j Staff Vestibule - SPRINKLER HEAD. (TW.OF 5) -- 123 l`� �� m fl8 I Stor ge I ( 0F12) 1 7000 R I 13 RECIRC I 113 _25 J SK-2 Work 112 ette 75 Coats -r ---- - -- --- -_-_-Room__ -� -- - -- 1 j I ipr! _...—._ .. —.-. —...—.. ..—...—... I Kitchenette . i �'� SEE SERVICE ENTRANCE SCHEMATIC.THIS SHEET. TER S13 122 ❑ \ _ ................._-_- . . - 25 DCW �� I 1 W/ I _ SITE INUA�NCES P N /I �c nNUnnoN. Co 19 DHW PRC. r 0 I B�) 110_8_ f� 104 ; - i 115 1OOr I F / T + . I I j PLUMBING FIXTURE SCHEDULE II 50 I 50 WET 7(,.) I,I ; LAV-1 2_I - �— I 1 rldOr'I �', (TW.of 5) 1 j _ �_ DESCRIPTION Children's j Studyv _ ��II -- -- ---- -—---- ----_-- WATER CLOSET, VITREOUS CHINA,CSA HEIGHT.D, cw As VENT REMARKS —50 PUM ED DRAIN. \�---1- - - - ------- --------------. I = .`F f- --- -- -y----- DHW WASTE T 125 Tfi r 50 38 IC 1 FLUSH TANK TYPE 75 rnm FLAPPER VALVE -ZED PROVIDE C/W LO CHROME PLATED SOLID PLASTIC Collection 4f F F F F _ F TRAPWAY,6.0 L FLUSH C AM 13 - 75 38 FLE 6BLE CLOSET SUPPLY AND SOLD PLASTIC -Ei0 -- PILE. OPEN FRONT SEAT WITH COVER. .. �.—.. ..—.. ..—.._.. .. I .. I STANDARD'CADET 3 PoCHT HEIGHT-/2386.012.OR ST 124 ST T r T _... ...-...-...-... 106 ... I 1 103 ... - - - -------- - --- - - - - tN EQUAL j _ PR /W CAMBRIDGE BRASS RID 100®75 10001% ACCESSIBLE, I-COUN�US CHIN WASTE CHROME ANDS OPEN�(iRID - ------ - - - _ - _ LAVA WHITEN WS INA,CSA CERTIFIED, 13 13 32 32 W� LAVATORY U LOCKSHIELD SELF-RIMMING,4'CENTRES,REAR OVERFLOW. FLE)OBLE SUPPLIES,AND VC 9 Dcw --- -------- C LA -1 1._ 19 DHW ----- AMERICAN STANDARD'MEZZO'/®960.403,OR EQUAL P-TRAP. SUPPLY FITTING SHALL LIMIT FLOW 13 RECIRC. TO 1.9_/MIN. --, l I ,L_- ---� EACH STAINLESS COUNTERTOP,DOUBLE 80 PROVIDE C/W CAMBRIDGE BRASS/26T2143 - -- EACH 408 x 357 STEEL, BACK LEDGE,SELF-RIMMING, 13 13 38 32 SUPPLY FITTING,ROUGH BRASS WHEEL S7 ST ___________ �_.__----_�___. WITH CRUMB WP STRAINERS,8'CENTRES. HANDLE SUPPLIES,AND PVC P-TRAP. I - 1 r- -P�antce - _, i ; � � 1 ; I ; Information ; Lobby I i eatibule ARISTASIJNE�LBD8407-1,OR EQUAL Inform n / I OPAC \ - ._. ----- =--- - F► Point 127 I1 --- - oint 101 00 -- --' - - -' �-u-� DEC CAMBRIDGE BRASS 879 PROM /W r2 f / ST 126 j / \< I-- j Li I It--� 1 ``.\ I MOP SINK.FLOOR MOUNTED,MOULDED STONE,610 x SUPPLY FITTING,02BT910 MOP HOLDER,AND SK-2 610 x 250,COMPLETE WITH DONE STRAINER AND LINT 13 13 75 3g /287911 HOSE AND HANGER BRACKET. ALSO L1_ -_ — J BASKET. FIAT p1SB-2424,OR EQUAL PROVIDE COLD WATER HOSE 8113 C/W VACUUM j BREAKER BED SINK FOR FUTURE SOAP iI .� 10001%—I � — J - 1751 LITRES STYLE ELECTRIC DOMESTIC WATER MEAIEti, CO 175 LITRE STORAGE CAPACITY.3.0 0 UPPER AND LOWER HEATING ELEMENTS,240/1/80 VOLTAGE, D HWT-1 FACTORY iNSTALLID ThP RELIEF VALVE STANDBY 19 19 LOSS 60 WMOUR MAXIMUM. (SW/BGSOSDE,OR _ - 100 RD - _ Ii Lr � III i � j I I ( I I I I ❑ ' ��---------� -j j - 6T ° l Collection jll I Ii j r j j % j I 131 ildren's ,5 RD `- 15 RD H use 1 1 j r � rQ�p�OWSing 13 --- 25 TO STORAGE -_ 1Ao ROOMHS�NKLER ST PROVIDE ROOF DTRI WITH FLOW I 1 —FLOW SWITCH CONTROL VrflRS TO LIMIT MAXIMUM jFLOW TO 1.89 L/S(30 USGPM) ( Ili 3 DRAIN TO TERMINATE BATH CAST BRASS I JAN.SINK jf DOVMSPOUT NOZZLE AT 450 ABON:(YIADE T� 100 RD (� DUAL CHECK VALVE 1 -- 1 —. - __-- 0 C / 25 DCW 70 — -__ — - A-B65.5.1 BUILDING IT AN CS U I 10001% ST ST ST 3T I l I � \ CONTROL GO VALVE(SUPERVISED) Discovery 10 100% A/V Study udy 138 s 333 a ollectio 1 M `-25 WATER METER -- j DUAL CHECK VALVE ASSEMBLY TO CAN/GSA-B 84.5 J---_----��1 BUILDING CONTROL VALVE 135 g - - - - 136 y- - - - - - - - 3 ding =- - - - I - = - - - 1��/1 jj —38 DfMAESnC WATER SERVICE. I NOtE I F. MONITORING OF 9'RINKIER LOCATE CIL OUT - -- - G FLOW SWITCH(ALARMO)AND 7ERMINATI WITHIN I ISOLATION VALVE(TROUBLE) j CARPET n FLOOR, Living ROOM I SMALL BE THROUGH BUILDING FLASH ro TOP OF SECUPo7Y ALARM SYSTEM, \ j SLAB. MATE OU er o7HL7iS 'M7H ARCHITE TURAL leg 2 Fire Riser Die ram N.T.S. 3 ReNSed and/slued Feb. 71,ZODB 1 for Re-Bidding _—_- 2 Issued for Bids August 7,2007 7 Issued for Re New Uvne 25,2007 R.N- Deearletbn Dole Project Newcastle Library (Tender#CL200B-7) lucllan 150 King Avenue Newcostiq Onfor/o LIB 1H5 SEE S7E SERN�S .lent PLAN FOR CONTINUATI ON. Municipality of Clorington Orawlnq Plumbing Drawn by Date M.D.R. My 17,2007 �11 Floor Plan N 2 Re Name I Svpsrsedae I S+oereeded By 0702-MECH tllent Project d I Droving Number �L2008-7-7 Project/ ReMSion 0633 I 3 Shoalts and Zolaack Archillects Ltd /-RP BACKFLOW PREVENTIER AUTOMATIC AIR VENT(TYP) THERMOMETER(TYP) 25 COPPER N y I El THERM /-PRIMARY LOOP CIRCULATOR. MECH.ROOM. PRESSURE GAUGE /-LWCO G p P-1 OF IRA-Na­15 AN. 5 jx 1 111.1 D'I I . MAFNI-3 .4 tj.,,,qijjS­t S.ite 206 KInq.tm,01­1-IZ7 r".I. ­yno 1 11-9-­I�one h.1i-be­d, Y 38 MANIFOLD 3 MANIFOLD MANIFOLD 3 wr LOOP 2 OR LOOP-€_ ­11­1k wind­11,.11 d­­­-d report of Imo- I EMBEDDED LENGTH 53 Q4BEDDED LENGTH 47 - n., HB-1 38 HEADERS ew EMBEDDED_LENGTH--54 hm.Ild to th,11�ftllt p EMBEDDED LENGTH 5B ERGT TOTAL IrNm- _76TA TM_ 56 �e fratiom these 1111mg,commenclny -.1-�y d.-t- P-2 in dro 0.045 FLOW 0.025 ,f -,1..-Y In. _t., _ BR rmponalb➢Ity or the S EXPANSION TANK C/W FILL CONTROL, MANIFOLD-1 P-3 MANIFOLD 3 MANIFOLD 11 R D11111 AIR SEPARATOR AIR VENT. LOOP 1 LOOP LOOP LENGTH 55 EMBEDDED LENGTH 43 T P-4 TOTAL LENGTH -5 TOTTL EXEN 46- ------------- Roney EraWmmnnc3 FLOYT FACTORY I APEX PIPE MANIFOLD-2 r_,N"OLG Structural Engineers MANDULA 900 P­y Mille Dr..King-,0,­I.K7M 3- OLD-3 P 5 FLOOR SU r.n.,a....1.(1) MANIFOLD-3 I EAT. AWa EtxwmarWm 9 10 11 12 COORDINATE WITH Mechcricc; and Electrical Engineers LL MANIFOLD-4 P-6 141A-...St-L Ki.g.t.n Ontario K7K 2N8 Joemlyn Erdnewina Inc. 1 In MANIFOLD-5 P-7 ----------- Civil Engineers 1 J! MANIFOLD 2 ------ T B - -- -7 __wfi T MANIFOLD-6 U TOTAL LENGTH 55 53 t 2 Pipina Schematic - Radiant In-Floor Heating I FLOW 1 0-042 NITS AT 1500 AFF APPROX. MANIFOLD 2 MANIFOLD 2 COORDINATE WITH I LOOP 1 6 L 7 ARCHITECTURAL I EMBEDDED LENGTH 1 59 EMBEDDED LENGTH 56 To _01NOTH I TAL 61 -ToTAL LUTUFF--58 I LOW I Do,, I 0.0;57 MANIFOLD 0- 1 0.038 LOOP EMBEDDED LENGTH 54 E EMBEDDED LENGTH 57 TO TOTAL LENGTH FLOW 0.038 TUTS LU FLOW 0.041 EMBEDDED LENGTH 64 i I I` III I w, 7_-- MANIFOLD 0.044 1 0 DE-tMOCK).13j_� FtL tn --------------- j J hi SPECIFICATIONS HEATING SYSTEM COMPONENTS NATURAL GAS FIRED,HIGH EFFICIENCY,CONDENSING,STAINLESS STEEL HEAT EXCHANGER, ELECTRONIC MODULATING COMBUSTION CONTROL WITH 8:1 TURNDOWN RATIO.FACTORY PRE ASSEM LED AND PRE-PACKAGED,SUITABLE F R WALL MOUNTING,AND SUITABLE FOR IJ -NO ANB Lc: VENTING 0 COMBUSTION AIR INTAKE USING PVC 0 E AND FITTINGS. NATURAL GAS INPUT N, R-1 P I HB-1 7.3 T-56.7 200 MBH),RATED OUTPUT PIPE kW 157 STEADY STATE EFFICIENCY 97X NY THERMAL'TRINITY'MODEL 171200. SET BOIILER CONTROLS FOR 4TA Zc(110F)SUPPLY TEMPERATURE. EXTEND VENT AND MANUFACTURER'S COMBUSTION AIR PIPES. UP THROUGH 9 . III ___7L _LL�LL 7 ------- CIRCULATION PUMP P-1 UST WE ROTOR CIRCULATION PUMP,CAST IRON VOLUTE,CAPACITY 0.79 L/ AT 72 kPa(12.5 GPM AT 24'HEAD).120/l/60 VOLTAGE,1/6 HIP.GRUNDFOS MODEL UP 26-99F. WE ROTOR CIRCULATION PUMP,CAST IRON VOLUTE,CAPACITY 0.315 L/S AT 54 kP.(5.0 CIRCULATION PUMP P-2 LIST T IRON VOLUTE,CAPACITY 0.343 L/S AT 24 kP,,(5.4 MANIFOLD 2 L -rill I TO 8 VOL CIRCULATION PUMP P- WET ROTOR CIRCULATION PUMP,CAS SGPIM -HEAD).120/1/60 L-J =1=1c r--A=Q WET ROTOR CIRCULATION 5 I L USrPM AT 15'HEAD),120/1/60 VOLTAGE,1/25 HIP,GRUNDFOS MODEL UP 15-513F. I FLOW 1 0.022 1 c 17 WET ROTOR IRCULATION PUMP.CAST IRON VOL TION PUMP P-5 JL LITE.CAPACITY 0.405 L/S AT 51 kP.(6.4 CIRCULA USGPM TAT 7'HEAD),120/1/60 VOLTAGE,1/12 HP,GRUNDFOS MODEL UP 26-W IL r MANIFOLD ------'If EMBEDDED LENGTH 53 F AL 43 TO AL 1 -7 7" G(T 0-6-0 WET ROTOR CIRCULATION PUMP,CAST IRON VOLUTE,CAPACITY 0.493 L/S T 4 kP. 7.5 FLOW 1 0.043 1 CIRCULAnON PUMP P-7 USOPM AT 14'HEAD),120/1/60 VOLTAGE 1/12 HIP,GRUNDFOS MODEL JP 26-64F PRE-PACKAGED DIAPHRAGM TYPE EXPANSION TANK WITH INTEGRAL FILL CONTROL VALVE,AND EXPANSION TANK COMPLETE NTH 1-1/2*AIR PURGER AND AUTOMATIC AIR VENT. TANK VOLUME 7.6 US GAL., ZZZ U 111-P/1-1/2,OR EQUAL. FACTORY BUILT MODULAR RADIANT HEATING MANIFOLD SYSTEM,COMPLETE WITH MANUAL AIR L ZONE MANIFOLDS DER MANUAL LOOP BALANCING VALVES AND FLOW RATE INDICATORS ON RETURN 3 HEADER. EMBEDDED 53 TYPE V HARD DRAWN COPPER TUBE TO ASTM B-88 AND CSA H7.6,WITH WROUGHT COPPER 55 44 MANILFOOLD FITTINGS AND 95X/5X TIN/ANTIMONY OR ENGELHARD CORP.-SILVABRITE IDO-SOLDER. EMBEDDED Op PIPING ABOVE GRADE -GP-9M WITH VAPOUR BARRIER JACKET AND FACING MATERIAL TO CGSB INSULATE PIPING ABOVE GRADE WITH RIGID,MOULDED,SECTIONAL MINERAL FIBRE INSULATION TOU TOTAL_�Num CGSB 51 I n 51-GP-52M. THICKNESS 1'. PU EMBEDDE T ___CROSS_UNKED POLYETHYLENE WATER TUBE TO CSA-B137.5,COMPLETE NTH OXYGEN I DIFFUSION BARRIER.1/27 TRADE SIZE. PIPE SPACING NOMINAL 12"O/C. STAPLE PIPING TO TER RIGID INSULATION BELOW FLOOR SLAB. PROVIDE CONDUIT ELBOWS WHERE PIPING ENTERS PIPING IN SLAB PRESSURE TEST ALL PIPING BEFORE C TEST PRESSURE DURING 1 CONCRETE POURS. POUR. RADIANT PIPING INSTALLER SHALL BE PRESENT DURING ALL POURSL±1 ........... L I -t-1 -1 L L _4 N FOUD I L LEN IH__ III :I -T21fAL N 4 NOTE: ::D, SE )p 6 EMBEDDED LENGTH 53 III T J -TOTAL 55 _4 ! � ALL WORK SHOWN ON THIS DRAWING SHALL BE QUOTED TO THE GENERAL CONTRACTOR AS AN I id ft - �__�,-1 ADDER UNDER"SEPARATE PRICE#1". LEN Ow 050 .00 _DI F(UD_'I EMBED�DF_D D ------- MEOW F- LOOPSUMMARY L Tull U U U J H L U ' -f- I LL __p n ------- LOW LENGTH LIPS 3� 1 60.5 0.050 H 64.5 0.045 .3 73.5 0.075 100P. 1j 6 4 65.5 0.065 EMBEDDED ILE 49 MANIFOLD I FE 51 5 59.5 I LMLJEUUW LENGTH 1 6 __6 54.5 1 1 55 _0.043 43 0.022 M kN1 F(LD 5 0.038 I 'P 3 57 EMBEDDED LE(TH 44 4 66 0.044 TffAcu TH 46 1 2 5 59 0.041 -6 0.038 7 58 0.037 .56 0.038 _T 1 57 0.060 2 55 0,1345 Hj 3 52 0.045 MANIFOLD I I I I F_ MANIFOLD 1 5 3 -4 49 0.045 -7m77777771 EMBEDDED 77 5 45 O.D45 LOOP 11 8 60 0.060 T 'Lu.1 2 LOOP 3 EMBEDDED LENGTH 64 G _ 52 Ifi 1 J 7 56 0.025 FLOW I LOW 1 0,047 1 - TOTAL LENGTH 73.5 J - FLOW 1 0.047 ZZI 1 56 0.025 2 43 0.050 3155 . 2 5 j R-f-d and/s sued Feb. 11,2008 TOTAL LEN TH 51 6 MANIFOLD 6 6-b B -4-1-67 0068 f�Re Sidding LOOP 2 TOTAL I LOOP 10 FLOW 1 59 4 5 1 61 0.062 2 issued f-RA�1. A,9,,e 7, 2007 EMBEDDED LENGTH 83 EMBEDDED LENGTH 60 1-d f-R-li& ..,A,e 25,2007 6 55 0.054 D­IptI­ t. TOTAL LENGTH 64 FrnU- mjt I„I MANIFOLD 1 6 MANIFOLD Newccstle Libro MANW00CLI) 1 LOOP MANIFUTT-7---1 8 33 0.038 LOOP 2 ODR� 1 4 1 Loop 7) EMBEDDED LE 7] LMtRODLD LENGTH EMBEDDED LENGTH 1 1 47 0..0 (render#CL2001� IOTAL I.Y�GIFK �IAI UENGTH 7j EMBEDDED LENGTH 2 39 O.G5O 3 55 0�059 -t- 7 h6=Av irr-imir 5 4 52 0.052 150 King Avenue M 6 MANIFOLD 6 MANIFOLD 1 6 1 MANIFOLD 6 5 46 0.045 5 V­tle,Ont.- EMBEDDED LENGTH 76 1 51 0.051 L18 IH5 58 6 EMBEDDED LENGTH 71 EMBEDDED 1. bo TOTAL LENGTH 1 075 TO AL 051 YPE-Ali BERM _MANIFOLD_ 5 1 80 0.061 C11-1 I LOOP 2d I-_F11OW 0.061 FLUw .046 .040 )038 1 1 Emil fil, 2 79 0.049 Municipclity of Clarington MANIFOLD T TOTAL­U1. 3 75 0.046 FL ..- 5. 4 70 0.044 1 b I 1 59 T 5 67 0.040 krRR 6.1 1 F`LOW 1 0,038 1 6 6 63 0.051 7 63 0.038 In-Floor Heating 8 62 0.038 9 61 0.038 10 64 0.041 111 68 O.D47 1 TOTALS _2727 2.191 D­by Floor Plan M.D.R. Aky 17,2007 ­N­ By 1:50 0702-MECH al.n P, b-,N.rn N 2 5�, C W50018-7 Project# I­j­# 0613 Shoalt.and Zaback Archlleete Ltd LEGEND LOAD CALCULATION WALL MOUNTED SWITCH,20A.120V,MOUNTED 47"/120Dmm A.F.F., OCCUPANCY W/SO M AREA(SD M) OCCUPANCY LOAD(W) SPECIFICATION GRADE,WHITE SUBSCRIPTS DENOTE THE FOLLOWING: $ NONE-SINGLE POLE TOGGLE SWITCH. Project North LIBRARY 30 888.50 28855.00 s CERiIFlCATE Or PRACTICE N0.2439 3-THREE WAY 4 Coteroqul Street Suite 208 Kingaten,Ontario K7K 1Z7 ff N DOUBT ASK... $4 4-FOUR WAY t; sn:menewmrch.cem TOTAL OCCUPANCY LOAD 28655.00 tel(613)541-0776 far(813)541-0.04 LOAD TYPE TOTAL LOAD DUTY CYCLE('1L� RESULTANT LOAD THIS DETAIL IS INTENDED TO AIO THE $ ht q gg#W. BMItGRREb9O.s9dA1 ON-SITE CONSTRUCTOR TO INSTALL K K-KEYED .hMoe,ced�er�Neddfewimau�tten ..lon.the COOLING 44425.00 100 44425.00 AREA LIGHTING FIXTURES CORRECTLY. $ D-DIMMER,TO SUIT CONNECTED LOAD,LUTRON NOVA I.PUSH ON ealtroclor eholl check and ye4 oA dPm 'mslone and report oil AREA UGHTING 2500.00 100 -- THE FIXTURE DEPICTED HEREIN MAY o with w«I c Ihww-Irgn p-of to be acei.d:nay d-10- NOT MATCH THE EXACT FIXTURE YOU S-SWITCH WITH INTEGRAL OCCUPANCY SENSOR AND TIMER, HUBBELL M constructlm Irem the Mformatton shown these drawings -- -- -- _= ARE INSTALLING. $ 12771 OR EQUAL wlthoul wrltlen approwl of the Ar It-t le�o1Ny the S rweoon4 11ty of Me Cons\n,eiar. TOTAL OCCUPANCY LOAD 46925.00 < C:1 TOTAL LOADS 73580 DUPLEX RECEPTACLE,15A,120V.U-GROUNDED,MOUNTED AT 12'/305mm CT CABINET TO 4-250MCM AL+GND.(MAINTAIN FREE AIR RATING X A.F.F(5-15R)SUBSCRIPTS DENOTE THE FOLLOWING. 120/240 120/208 347/600 LOCAL DnuTY ) REQUIRED AMPACITY -- 204.23 -- STNDNDS SINGLE CONDUCTOR TECK-90 OR ACWU-90 Roney ERO>rleerkV OVERCURRENT PROTECTION RATING 250 POLE MOUNTED CHEVRON INDICATES Structural Engineers SERVICE ENTRANCE EQUIPMENT RATING 4D) TRANSFORMER BY UTILITY. INTEGRAL GROUND FAULT PROTECTION. NR.CTOR WEATHERPROOF. g�ygako..n.lt,(tj.1-2-3092 1 K]M 3M8 Atka EnphoerkV 120/208Y SEGMENTED OPTICAL �zw 20A'TEE SLOT,(5-20RA). Mechanical and Electrical Engineers � - 4DOA CTS LP�A tl4ananlpWtlra-eng.ornng(t'n80n1548 KW 7M0 7 REFLECTOR ROTATABLE I 30 & 90'INCREMENTS SN PTS ° THE REFLECTOR ASSEMBLY SPLIT. eIOBeBAT y1C. 250AF g WILL HAVE A SICKER OR ,\F Civil Engineers STAMP THAT INDICATES RN RECEPTACLE MUST BE SUPPLIED FROM N ARC FAULT BREAKER. s33 Norrw cosrt sane 3.angeton,ontoNO KIP 2N9 a THE'STREET-DE"OF THE 1r ls•eelmakae.neL(t)613-634-9278 REFLECTOR WIHICH IS .yi NOTED ON THE DRAWINGS WITH A CHEVRON. fn 2x[4-350MCM AL IN 100 CABLE DUCT] O $ 4-25OMCM CV+GND IN 65 C. FIXTURE yr A.F.F,WHITE / SINGLE RECEPTACLE,158 IRON,U-GROUNDED AMOUNTED,AT 12'305mm OR 4-3/0 AL+GNO IN 50 C. MOUNTING ARM ATTACHED TO TENON MAST-FITTER. 2x[4-4/0 Cu IN 100 CABLE DUCT] r TENON NAST-FITTER ATOP THE DUCT BANK SHALL BE CONSTRUCTED PP-1 PP-2 POLE RANGE RECEPTACLE 120V BRANCH CIRCUIT IN ACCORDANCE WITH VERIDIAN TECHNICAL 7.258kA SPECIFICATION VC 3.1 AND THE ONTARIO ELECTRICAL SAFETY CODE(CURRENT CAST IN PLACE FLOOR BOX CAST IRON CONSTRUCTION,2 DUPLEX DISTANCES EDITION) 9To RECEPTACLE&6 DATA OUTLETS UNLESS NOTED OTHERWISE,BRASS TRIM WITH FLOORING INSERTS. FOR 3%VOLTAGE DROP WIRE SIZE CIRCUIT AMPACITY MAXIMUM CIRCUIT LENGTH• JUNCTION BOX.MOUNTED IN ACCESSIBLE CEILING SPACE,LABEL CIRCUITS ® ON COVER. /12 15 22.86 M 0 1D 75 36.58 M 3 SINGLE LINE ELECTRICAL DIAGRAM 2 Pole Mounted Lundnalres - Reflector Orientation COIIMUNICATICON OUTLET,MOUNTED S RING FROM OUTLET INSTALL 3/4'/19mm CONDUIT WITH PULL STRING FROM OUTLET TD ACCESSIBLE II 8 15 57.91 M E t NIS E t N.T.S Q CEILING SPACE A PLASTER RING SCREWED TO A STUD SHALL NOT BE ACCEPTED. �6 15 94.18 M ' $12 20 18.29 M O 0 INTERCOM AND SECURITY DEVICES.HOMERUN 1222 FROM DEVICE LOCATIONS. DEVICES AND WIRING BY OTHERS. RM X 10 20 28.96 M S 8 20 45.72 N [� DISCONNECT SWITCH. tY 6 1 20 73.75 N 'MULTIPLY DISTANCE FIGURES BY 5 FOR 600V CIRCUITS& BY 2.8 FOR 347V CIRCUITS. HARDWIRED EQUIPMENT CONNECTION. C2 HANDRYER.CONNECTION BY OV 16,HAND DRYER BY OTHERS. O THERMOSTAT INSTALLED BY 8V 16,SUPPLIED BY OTHERS, COORDINATE EXACT LOCACRON OF THERMOSTAT WITH NCGHITECT ON-SITE. CEILING MOUNTED DUAL SENSING OCCUPPENCY SENSOR,PASSIVE (ID INFRARED/ULTRASONIC,COMPATIBLE WITH LOW VOLTAGE SNITCHING SYSTEM, WHITE AS ABOVE,BUT WITH INTEGRAL SWITCH AND MOUNTED AT SNITCH HEIGHT, 0 s WHITE I I Q DR.ANAGE SWALF ---- ( LIGHT FIXTURE SCHEDULE T / L / - - TYPE DESCRIPTION LAMP DESCRIPTION BALLAST SPECIFIED FD(TURE REMARKS I � SUSPENDED LINEAR FIXTURE,MODULAR SECTIONS ASSEMBLE TO MAKE LENGTH \ SHOWN ON DRAWINGS,ALUMINUM CONSTRUCTION,TWIN CUP ON 115' nOX THD A7(0) PERFORATED ALUMINUM DIFFUSERS,POLYESTER POWI)ERCOAT FINISH,COLOR 3-54W T5HO PER 1220mm PROGRAM START LEDAUTE CENTRIS EQUALS SHALL BE ACCEPTED BY ADDENDUM ONLY SHALL BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL COLOR ADVANCE CENnUM 3500K,CRI-85 IRON 9508 H03 C N -20.1 A-20.1 `� Ili SELECTION.0-DENOTES MODULE LENGTH. COLUMBIA LIGHTING L(2) L(2 ! 150x1220 RECESSED PARABOLIC FLUORESCENT FIXTURE,LOW IRIDESCENCE 1-32W TB LAMPS PROGRAM START NP54-132G-LD-EBSH120-CSA-ADV / Ell SEMI-SPEOJLAR PARABOLIC LOUVRE,COLD ROLLED STEEL CONSTRUCTION,WHITE OR EQUALS ACCEPTED BY ADDENDUM ONLY. 3500K.CRI-85 120V L(2) / POLYESTER POWDERCOAT FINISH. ADVANCE CENTIUM LINEAR UGHTING /� i / / RC45-D-1-ETB-12D-PBL-G-BW-PSBIGADV '(2) A-20.1 A_ �� / cola THD COLUMBIA LIGHTING _ - -- ---- -- j Y 150x1220 RECESSED PARABOLIC FLUORESCENT FIXTURE,LOW IRIDESCENCE 2-32W TB LAMPS PROGRAM START NP84-132G-LD-EB8LH120-CSA-ADV EQUALS ACCEPTED BY ADDENDUM ONLY. B2 SEMI-SPECULAR PARABOLIC LOUVRE,COLD RD-LED STEEL CONSTRUCTION,WHITE OR NOTE THAT THE LINEAR LIGHTING RC45 USES A SINGLE T5H0 LAMP .^ ------------ --1 .�/I POLYESTER POWDERDOAT FINISH. 3500K,CRI 85 ADVANCE CENTIUM LINEN LIGHTING (3500K,CRI=85)RATHER THAN 2 T8 LAMPS. p RC45-D-1-ETB-120-PBL-G-BW-PSBIOADV 2-t6+GND. IN 19 ENT. i - ---- -- -------------------- -- Fir Access Route i A A-2Z A-22.X\\\ C I:.\ I C NOT USED n NV �` __/ ,\ I SURFACE MOUNTED TRACK LIGHTING SYSTEM,DUAL CIRCUITED UNE VOLTAGE 8-50W PAR-20 LAMPS LYIIOSM 112VM E J - - - - - - D TBANK d VI]RID p - ----- - ---- - - TRACK:6108WH 8112WIH 8 +12' EQUALS SHALL BE ACCEPTED BY ADDENDUM \\� FlCAR N`yC 3..ND ONTARIO TRACK,UNITE,6D96mm LONG,PENDANT MOUNTED,PROVIDE EIGHT HEADS. 3500K,CRI-85 ( ) C ICA SAFIrIY ODE,BY THIS HEADS 8228WIH-8582 C)N CT. \ THOMAS LIGHTING NOMINAL 61Ox122Omm DEEP CELL PARABOLIC FLUORESCENT FIXTURE, \ y1 1 3X6 3-32W T8 LAMPS c10%THO 2P3CGS33236S.720 r E PATTERN OF SEMI-SPEWN L LOW IRIDESCENCE ALUMINUM LOUVRES,COLD 3500th PROGRAM START OR EQUALS ACCEPTED BY ADDENDUM ONLY. 2-$6+GND. IN I19 ENT. I \� ® t ROLLED STEEL CONSTRUCTION,WHITE POLYESTER POWDERCOAT FINISH. CRI-85 ADVANCE CENTIUM 4PLS-24GP332�18-120-ADV r 1 I 1 N POLE 750 kVA CENT. TR SFORM BY VEAIDIN. cIOR THD THOMAS LIGHTING CON PAID BY THE OWNER 2-32W TB LAMPS 2P3CG533236A720 ADV CENT NOMINAL 105xl220mm STRIP FLUORESCENT FIXTURE,COLD ROLLED STEEL PROGRAM START ELECTRICAL ROOM -0 F CONSTRUCTION.WHITE POLYESTER POWDERCOAT FINISH,'WIRE GUANO. �� 120V PEE LL� EQUALS ACCEPTED BY ADDENDUM ONLY. ADVANCE CENTIUM (,SG-4-232-120-ADV CENT. 11 j 1 NOMINAL 305xl220mm SURFACE WRAP FLUORESCENT FIXTURE,SOFT CURVED 2-32W TS LAMPS <1�TMD 10328-120 I CENT - PROGRAM START J G OPAL ACRYLIC LENS,COED ROLLED STEEL CONSTRUCTION,WHITE POLYESTER 3500K OR EQUALS ACCEPTED BY ADDENDUM ONLY. \ 2 x[4-35 AL] POWDERCOAT FINSH. CRI=85 120V KENALL ,ry¢I,+U�') ADVANCE CENTIUM RHL74MWPP232SB1120 N 100 CAD I DUCT AS PER B 4 DETAIL 2 OF THE - --- -- - <I D%THD CFI FLUORESCENT \ ONTARIO CAL TY E PROVIDE 3 SPARE NOMINAL 100x610mm VANITY BRACKET FLUORESCENT FIXTURE,SMOOTH WHITE 1-32W T8 LAMP PROGRAM START CVWI175W ADV CENT 100 CABLE CTS( CAN SPARE) H CYLINDRICAL ACRYLIC LENS,COD ROLLED STEEL CONSTRUCTION.WHITE 3500K 120V OR EQUALS ACCEPTED BY ADDENDUM ONLY. \ BY THIS CT POLYESTER POWDERCOAT FINISH. CRI-85 THOMAS ADVANCE CENTIUM CLDV117SWI2D-ADV CENT Gt01f THD PRECOUTE \ RECESSED FLUORESCENT DOWNLIGHT,HORIZONTALLY MOUNTED LAMPS, 1-32W ITT LAMP CFT632HEB-STF602H-SR6FFAL-SS-D PROGRAM START ® J IRIDESCENCE FREE SPECULAR ALZN REFLECTOR,NOMINAL 205mm SUSPENDED 3508( IRON OR EQUALS ACCEPTED BY ADDENDUM ONLY. \ FROSTED GLASS DOME CRI-82 ADVANCE SMARTMATE OMEGA 2-50C. \� � 0AI61H32FID-CSFF-ADV-120 L NOMINAL 610mm UNDERCABINET FLUORESCENT FIXTURE,INTEGRAL ON/OFF 1-17W T8(AMPS PRp 10%STMT COLUMBIA LIGHTING \ K SWITCH,COLD ROLLED STEEL CONSTRUCTION,WHITE POLYESTER POWDERCOAT 3500K IRON UC-24-1-17-EB61OP12G- EQUALS ACCEPTED BY ADDENDUM ONLY. FINISH. CRI°8'r' ADVANCE CENTIUM WSW-GSA \ METAL HALIDE AREA LIGHTER,DIE-CAST ALUMINUM CONSTRUCTION,SEGMENTED 1-N5250/IHOR CLEAR METAL SPECULAR ALU MINUM REFLECTOR ROTATABLE IN 90'INCREMENTS.GASKETED,IFS HALIDE TAMP KIM LIGHTING \ Lj L FULL-CUTOFF,i REFERS TO REFLECTOR TYPE,MOUNTED 5485m.ABOVE GRADE IDOL( ANSI M-58 BALLAST AR KIM LIGHTING S,F EQUALS ACCEPTED BY ADDENDUM ONLY. \ ON ROUND TENON TOP STEEL POLE,POLE BASE TO BE 305 ABOVE GRADE CRIBS I COLOUR SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD OFFERINGS. M NOT USED KIM LIGHTING WALL MOU NTED BUILDING ACCENT LIGHT,DIE-CAST ALUMINUM CONSTRUCTION, 1-50W MHC50/C/U/M/3K WF32C/S/SDM 120 N NEOPRENE GASKETING,POLYESTER POWDERCOAT FINISH,COLOUR TO BE 3008( ANSI M-90 BALLAST OR EQUALS ACCEPTED BY ADDENDUM ONLY. SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLOURS. CRIeB2 - -- KEN ALL LIGHTING \ / O MR73ESR-PP-5m-1-120 7 R.0-d and Issued A7r Re-BiddMg Feb 11,2008 KIM LIGHTING ReNSed Per O) CEILING MOUNTED BUILDING ACCENT LIGHT,NEOPRENE GASKETING,POLYESTER 1-50W MHC70/0/U/M/3K WF30C/S/5OMH120 6 Comments Frain UINlty Sept 10.2007 C� \ 00 0 POWDERCOAT FINISH,COLOUR TO BE SELECTED BY ARCHITECT FROM 3008( ANSI M-90 BALLAST OR EQUALS ACCEPTED BY ADDENDUM ONLY. 5 /ed for B/o9 August 7,2007 4) MANUFACTURER'S STANDARD COLOURS CRI-82 KENALL LIGHTING MRI3FSR-PP-50M-1-120 4 Issued for Re New Mane 2.�2007 V ..-__ - Y /slued for Re Hew Moy 17,2007 \ AIM12w fNoR S/td Plan APrr J0,7007 BATTERY PACK,12V.D.G,LONG LIFE SEALED LEAD ACID BATTERY,METAL ®ST 12 2ND 72ND WIH7 KT Submission 12 HOUSING,C/W 2x12 WATT MINIATURE QUARTZ HALOGEN HEADS,I HOUR POWER 2-12W QUARTZ HALGEN MR16 NOT APPLICABLE OR EQUALS ACCEPTED BY ADDENDUM ONLY. 1 Issued for Rs,4e Mardi 14,2007 RATING TO SUIT CONNECTED LARD. CONNECT TO LOCAL LIGHTING CIRCUIT. BEGHEIL R.Nelon Daeaiption Oats '1 NV 12 2SR 12WO V L AIMUTE P�Newcastle Library LL RMMB 2 12 12WO NHT EQUALS ACCEPTED BY ADDENDUM ONLY, DECORATIVE EMERGENCY LIGHT.72W MINIATURE QUARTZ HALOGEN COMPOSITE 12W QUARTZ HALGEN MR16 NOT APPLICABLE OR 81-PIN LAMPS,WHITE.NUMBER OF HEADS AS DRAWN. BEGHELU NUMBER OF HEADS AS NOTED ON DRAWINGS EM-3 AR 12W0 tscatton / V i \�B�q�al I I � 150 King Avenue EXIT LIGHT,EDGE UT WITH CYLINDRICAL EXTRUDED ALUMINUM CANOPY,LED OT-E L B ROC BA UDC EQUALS ACCEPTED BY ADDENDUM ONLY. E%-1 ILLUMINATION, AC AND DC VOLTAGE TO SUIT LOCAL LIGHTING CIRCUIT AND LOW WATTAGE HIGH OUTPUT LED NOT APPLICABLE OR ARROWS AND NUMBER OF FACES AS NOTED ON DRAWINGS Newcast/e,Ontario BATTERY PACK,CSA C860 COMPLIANT. AIMU7E END MOUNTED OR CEILING MOUNTED AS NOTED ON DRAWINGS. LIS IR5 EXEO-ImCL-Pea-1 zw alwnt c Municipality of Clarington Requests for Equal Status: ---------- ------- O Requests For Equoi Stable ehdi be SUBMITTED NOT LATER TARN 1:OOPM,3 DAIS Requests for Equal Statue shall only be considered for those Iuminsires Indicated Orewing PRIOR TO TENDER CLOSE. Request.for equal statue shall Include the following: In the remarks column of this schedule. Responses to Request For Equal Status shall be answered by addendum only and submissions shall be reviewed in the -Manufacturer'.Name,Webelte.and Contact Infannatlon order receiVed. Requests for Equal status recalhed after the deadline.hall not Electrical Site Plan -Submitting Agency,Webslte and Contact Information be considered. Legend & Schedules -Complete Shop Drawing with Part number with all occessones -IES".for all submitted Fixtures Fixtures not approved by addendum on listed M the Fixture schedule shal not be SUBMISSIONS SHALL FATED TO MOAL15 AND ZABAG(ARCHITECTS(613) accepted 541-0004&W SHALL BE EIMMONICALLY SUBMITTED TO ALL OF THE FOLWWWR Drown by ele 41gy 17,2007 Site Plan derskeatira-eng.- mo®ODZoreh.com Fe No I Supenadee I Sup.natlad By 0707-arc E 1 1:250 Olent P15 / Dr,".-er �'CL2008-7 Pro)sel N7 RMeion 0 e 0633 1 7 L - I Shoalts and Zaback ArchIll Ltd Propct North Ci7UTFCA1 OF PRACTcE NO.2435 4 Catorogui Street Suke 205 Kingeten.Ontarb KM 177 mail: vrch.c ttl(813)541-0771-0776 f11(61 3)541-0804 TH.le a gopyrighl dmwltn diM+86Yyr7Fa4iF BM64T6iEb1t(Loil T1 r duced rcNead wlthaut written permiselen.The tractor shall check and wrlfy all 11-1-and report all and emleebns to the architect prbr to--mg witM1 work.Thax drowmga a not to be ecvled.My dl,O,U. h_._.tlon from Me Inf cllon shown on tine drawings wiN M .v of Ue Nuitact b y e reeponelbulty of the Conetruotor. Roney C-tg6teerky Structural Engineers 900 Purdy Will Dr.,Kingston OrI to VIA 3M9 roneygOkoc.net,(t)613-542-"X2 Mira EnnYleer6lA Mechanical and Electrical Engineers O N 141A Hbkeon A-KIFl Ontorio K7K 2147 dominldOOtiro-e�p.tam,(t)61]-S4B-7440 MOUNT PHOTO CELL NEAR APEX OF GABLE l Eingineer 833 Norris Court,Suite-34-22 B Ontario K7P 2R9 (t)1,3.K4-9275 --POLE LIGHTING CONTACTOR - _- -- - -- -- - --- _- =_- - ---- _----- - A PHOTO CELL A-16 A-20 A-20.7 TIME CLOCK SWTCH A-22 A-221 DETAI MOUNTING 1. REFER TO DETAIL 8 ON DRAWING A307 FOR O TYPE Al&A2 FIXTURES. 3-WAY S E BALLAST FOR ON WITCH 2 COORDINATE THE LOCATIONS OF EMERGENCY PC HEADS AND EXIT SIGNS ON-SITE WITH EM- ENGINEER AND ARCHITECT. DO NOT SCALE -3 I A_42 LOCATIONS FROM DRAWINGS. q( -_J A(4) A( A(4) A-1&1 1 _� Program o � Room F 1 2 ) ( 4 ) n - - -_- ---- ,6., 110 A 21 I A-2.Z J4.1 A-4.2 I r21 Exterior Lighting Control NTS i I ' � . - B - r..- _. A_ p . _. ..... _.___..._.. - - ___... A-1.4 A-3.1 A-3 A-5.4 J I....-...._....__I FM- A(1) A(12) A(7) A(12) A-7 E F EN-1 E E E K E E K E 1= Mech. 12 Ve tibule E"'-3 "-3.3 Work "-1B Store e /Elec. - 3 l A.( A(4) A(4 A(4) A-� E E 118 EX - -- _ - 1 C ene e _ _E�ate III �4� _.-_ 161 3 _ A-4.2 OttIC �\\ _ - A-1.5 OY `\ A-4.1 F' a0� .H K A-2.2 EX-1 J - EM-3 11 A-2.4 E E E I-_ A-b _ A-2_1_ CL A-7.3 Kit henette - E E �0 3 A-18.1 WIC H A-5.3 EMI 3 A-J.5 107 O F p_1 I -} G 108 107 J, J WIC EM-3 - I Famil G G °A-3 104 F _ Q -D A-16.1 A-16.7 __ H _ I W/C A-3.6i EM 3 -3'•A-5.2 H P G H SerVIC fQl �-3 E A-3.2 1109 s J J S 05 \ E E 5 E E E G -� IF A-16.1 Children A-18.1 _3 1 Study W/C ! A-24 A-1 A-16 H 5 3 6 Or 102rr"ido or idor El L G 124 fl7 A-5.4 F E 2 - ® _ v0-Ell 3 _- Poin Inc A-5 ppp��� I - - 1 7 - - Pint - - 129 lL� 12 82 -3 r• N �\ i N N N N N Ili \ N N N N N \ j 1 N I Lobby Vestibule) A-18.1 ai - 101 -_100 -3 a a I i� Ia a li \ 3 OO >� _I % ez Bz Bz ez � Bz Ba 82 ez Bz Bz ez Bz Bz Bz -3 ez B2 ez I I -- _-- _ - - A-6.1 A- .1 A-11.7 QA-11 N �� B2 I _ - - rr I A(1 A(12) A(12) A(12) EM:3 A-17.1 ! A-17.7 B1 B1 81 B1 B7 B1 81 B1 81 Bi B1 - A-7.2 .; A-15.1 B2 \\ / B2 _ -3 EM 3 C011e Ion Children's 131 A-6.1 A�.1 -11.1 A- 1 �/ A-18.7 A-42-� - A-42---�o- A-1.2 A-15. A-15.3 - House - - ----- I--.Browsing j 0, A-15 A-75.1 A-17 A-17.1 B7 61 81 B1. 81 B1 81 B1 81 A-13 A-13.1 A-15 A-15.2 I 82 } � 82 I --_ - _- - - - I 1 I \ EM in A-1.2 - A_75. EM-3 EM 3 EM-3 A(1) A(12) A(1�2) A(12) VI � B2 I Io A-14.1 A-42 A-42 {B EM 3 A(8) A(8 I B1- BI 81 B1 B7 B1 Bi 81 B1 A-1L A-14.2 A-1: A-15.3 A-16 A-16.1 A-14 A-14.1 A-6.1 A-9.1 11.1 A-8.1 y 1 A-,&, Are - - Co ec' n- - 1 - - A-42-moo 1133 \ I 1 / I A-18.1 vi ri Study O A_6 __ A-6.1 < < < �,\ < a < < 6 1 < < < c < < a 1 I /�`, < A(1 ) A(12) 139 A(1) A(12) A-7 A-7.1 - - - I A-8 A-8.1 B2 82 B2 B2 B2 82 B2 82 82 82 B2 82 82 82 82 82 I B2 -- - - _j L[ A-10 I � � i - A-10.1 A-12 A-72.1 A_31 Ready A-7.1 ., A-7.1 - 0.1 - - ng A-13., A-13.7 Study A-13.1 A_73. Read'I rA N 135 136 137 N 3 d EM- I A-18.1 82 ( B2 82 02 82 A-1&1 evised and 1- B2 I 5 1 ed f Bids August 7,2007 fa Re-B/Odmg Feb 11,10Q4 Living_Room _ _ �91 Interior Lighting Control 4 ued for Re ew June 2�2007 - I NTS 3 /sand ll Retie Moy 17,2007 �J 2 Submiss(ronP/on w i A(1 p) A(12) A(1) A(,2) >p d 30,zoo? A-10.1,A-1 7 D 1 issued A7r Review March 14,2007 RMelon Dewiptkm OPte - - - - - O Newcastle Library 150 King Avenue Newcostle Onforio L7B IM5 - - slant Municipo/ity of Clorington Droving Lighting Emergency Lighting Exit Sign age Drown by Dete M.D.R. I Moy 17,2007 �11 File Name Floor Plan I SuPer4edea I SupsnedW By 0702-EZFC 1:50 si'l`t PL5 , Drvwln,Number 2008-7 projset/ ReNalon/ 0633 I 6 Shoalts and Zaback Architects Ltd I ' Project Nor;M1 4 Cotaroaul Str.et Sult.206 Kingvlon.Ontano KJK 1Z7 ma0:maNQ'-mmh.rom tN(613)5{t-OJ78 fon(613)541-0804 this la a aopyn9ht drawing and de ,,q and shall not b.arod, repmduc•tl,reHeed­wt written Perml..lon.the PP-1 RM.105 contraot,shall check and witty an dlmen.lm-and report on PANEL INDENTIFlCATION __ LOCATION ]A/.--� one-.on.to -Itact me120 208 3 4 400 NO t to b. Any d—Ion / V 0W A NAIN BUS A MAIN n c.newatlm rram the Ioform em mown on tits..drawing. wlthaut,itten oppr of of Me Architect w eddy the BKR CCT CCT BKR reepm.mnny ar the can.truat,. DESCRIPTION A No Lt L2 L3 No A DESCMWN7 PHOTO CELL NEAR APE%OF CABLE. 35 1 2 3D 3 4 90 ay Mel Engineers 40 50 — — --- _ -'- -- A A/C-3 9 10 A/C-4 ' 900 Pur a Or.,Kinga m Ontario KIN 3M9 - ----------- rm wy oanm.(1)613-542-3092 --�-i _ 3P 11 �---� 12 3P - Abra Erdrow4la 45 13 14 20 E.F.F.H. Mechanical and Electrical Engineers 15 16 2P 141A Hlck.on Aw.,King-tan Ontario KM 2N7 1-72 - I d,ni Il tja mq.com,(t)613-548-7440 1-70 Program I 1 3P 17 18 20 E.F.F.H. e/oeeIal i kw- RCPT.RM.105 15 19 20 2P _ Civil Engineers Room RCPT,RM.101,103 5 21 22 20 EF.F.H. 633 Komi.C L Suite 3,King.tm,O t,lo K7P 2R9 - J-..Nrftm.n.t.(t)613-63{-9278 �0 ! RCPT,RM.130 15 23 24 2P PROVIDE SEPARATE PRICE FOR WORK. 7 $ I --.__.__-___._____ 'I i RCPT,RM.130 75 25 26 15 RM.128,RCPT RCPT,RM.130,140 15 27 2B 1-57 2 4 \ �+ / / IN CEI FOR I - 29 - 30 15 RM.131,RCPT CIR CiJLATION PUMP BANK —1 Y RCPT,RM.134,137,138 15 31 32 15 RM.135,RCPT 3.0 Kw E.F.F.N. PREJECTgR _ NOTES: L-PUMPS PER CIRCUIT I BY D V.78. — RCPT,RM.127,131,141 15 33 34 2 13,2 75 1. PROVIDE 2-50 CONDUIT FROM I.T.CLOSET IN / W CINN ACCESSIBLE 1 RCPT,RM.126,131,132 15 35 38 75 RM.124,RCPT RM.122 TO SERVICE RM.105. q / INC. RCPT,RM.123,124 15 37 38 15 RM.12Z RCPT 2. MINIMUM CONDUIT SIZE 19mm- I � 5 RM.722 RCPT ALL SUB GRADE D _.___-___ [V2- 2-18 -.__ -_______._-.--.-.._-_..____. ___________.._-____-_.__ .. ._ _—_._-___ -__ -_- 43 44 20 RN.119,RCPT 4. ALL DEVICES SHALL BE DECORA STYLE. J __ RCPT,RM.724,125 15 s 1 B RCPT,RM.121 15 I ,-47 RCPT,FRIDGE 15 45 46 20 RM.179,RCPT 5. PROVIDE BRUSHED STAINLESS STEEL COVER 1-57 II PLATES. 2-12,1 ®1-43 1-7 1-13,15,17 1-47 ROPT,1 115,116 15 47 48 20 RM.119,RCPT RCPT,RM.110,113,114 15 49 50 15 RM.110.RCPT Vestibule 1-52 I. -_ 6. LOCATIONSO�TI CLOSET INTERCOM 12 DEVICE Office 1-37 '-54 L -A 1-a3 Staff _al 11 1-a7 Room 118 RCPT,RM.172 20 51 52 15 RM.102,770,RCPT 7• 8. REFER TO ARHITECTURAL DRAWINGS FOR ALL (- Storage RCPT,RM.112 20 53 54 15 HRV-1 DIMENSIONAL INFORMATION. 123 - , - e1 Mech. P '1- 120 WALL KEYPAD �� I 1-41 PHONE - - DOOR OPERATOR 15 55 - 56 15 RM.128,RCPT 9. FLOOR OX LOCATIONS WITH DIMENSIONS ARE Elec. — Work I II 113 K'chenet a Cioat8 _ 1 - L __//�\\ MISC RM.110 15 57 NOTED ON THE ARCHITECTUAL DRAWINGS, Ain ry 2-10 - ILA'_ — -.__ -_ __—__________ -_ — 1 O / __ COORDINATE FLOOR BOX LOCATIONS WITH THE 1-37 121 , 1_246 ROOM � ------ RCPT RM.128 15 59 0 15 RM.133,RCPT ARCHITECT. Imo. OfridOr 1-7,9,11 _ 114 10.NO SURFACE CONDUIT. ..___T_i RCPT RM.136 15 61 62 15 RM.139,RCPT A/C-1 A/C-' I A/C-3 —��u� J �' - ,,.,e RCPT RM.135 15 63 64 20 RM.112,RCPT SEPARATE PRICE NOTES: HEAT TRACING,25 LOAD 1_30 1_40 I Kitchehejte I © I A/C-§ RCPT RM.i32 15 65 66 15 PHOTOCOPIER WRAP RAIN WA LEADER I 1-30 2-1, 2-5,7 PROVIDE A SEPARATE PRICE FOR CONNECTING THE FOR 2M. 1-74 1-40 '1 `-'t• 1-42 —I �y/ / \� - 50 87 6B 2P RCPT BOILER AND gRCULATION PUMP. INCLUDE ALL b �- j J� _. NECESSARY HIRING,CONDUIT,gRCUIT BREAKERS 1 2 I I _u�_-__-'_.--__^__-_^._ _. - O,t2 J \. 10� / i PP-2 89 70 SHADE OPERATORS ETC DE1F7E THE CONVEC110N FLOOR INSERT LJ I L I � 104 HEATER AND ALL RELATED WIRING,CONDUIT AND Corridor --- 108 - - 8ervace 3P 71 72 SHADE s SCREEN lW CIRCUIT BREAKERS AS PART OF THIS SEPARATE w w _ - _ RCPT,RM.114 15 73 - 74 HEAT TRACE VC-6B n5 — \ r 105 — PRICE. -- 1-37 - 1-39 2-17 �° 1-47 �,J ( #�j 1 I RCPT,RM.136 15 75 78 �� 2-9,77 / 11 - Corridor -_ 1 \ RCPT,RM.136 15 77 78 _ - Children's — - -= - 79 so 1-19 B, ez ® study z-z.4 is : : a n / I /-sz Corridor�- PP-1 ,_�- - MAIN SWI Collection ,_J9 12,5 117 ;" 124 I'- Fn°aI 2.550 CONDUIT 0 Corrld0 103 83 + 84 A/q SER ROOM 105 106 CT ATOR 1-27 I I •-PROVIDE LOCK-ON DEVICE FOR BREAKER. 1-37 ._88 _ NO ACED LE CEILING.W 1-21 _-__- X I Ci 1a� _ --.��JNSTALLATIDN�_._ 1-14.16 I —� COORDINATE HEIGHT ON SITE WITH l — E�•1 OWNERS REPRESENTATIVE(FOR OF DEFlBRILATOR) IF �r_ j IN ACCESSIBLE CE)LING, F-, i 1 OPAC -._ -' _ CONWIT FOR t - I ormation Srs,Eb,cowm,NA L eatibule 3.0 kW ll.H -- - / - DOOR BY DIV.1 �EATI Information 127 _ X ointg�. ��+^� 5 00 TMELL B F6o eaow ® / -_Service 1 O i Point 126 J Point J HOMERUN TO HOMERU TO I.T.CLOSET I.T.CL T RM.122 RM.7 DOOR _ PANEL INDENTIFlCATION -A LOCATION RM.121 1-21 OPERA? - I I ❑ _____ ._ I I __ _� ______ -_ /-18,20 __ _ _ 120/208 y J p 4 Wr 225 AMAIN BUS NO 1-33 1-2 AMAIN BREAKER �\ BKR GOT OCT BKR DESCRIPTION N�7 _ _ —_ _ _ - - _./ \ DESCRIPTION A No Lt L2 L3 No A������II11 THROGH WALL— -_ -" \\✓�J RM.115,116,119-123 20 1 20 RM.110 A IT R Ury ---- --- N ACi' BLE C.EI-�N� 1-25 1- t{ iLI 108,109,174,117,118,125 20 3 4 20 RM.110 I -65 I ® NPD --- RM.1D2-107,17,,112,113 20 5 6 20 RM.129,130,139,140 RM.129,130,139,140 20 7 8 20 RM.129,130,139,140 305x305 80 ----_-- RM.129,130,139,140 20 9 10 20 RM.140 _ _._ -_ i Collection (MINI UM 700 ) I •\� % i I 1J1 FOR NTED SABO I RM.129,130,139,140 20 11 12 20 RM.140 LATI (TIP.OF ) I RM.133-138 20 13 14 20 RM.126-128 �- RM.131,132.133 20 15 16 20 RM.724-726 C ildren's i 1-25 -J 1 I I - ! RM.132 20 17 18 20 EXIT H2 se l —I Browsingi ® '- - '-2 ; III 21 22 20 EXIT v I 130 ) 23 24 25 26 -65 6f I 27 28 1 fi 30 f 1-25 143 ,_6 ,I 31 9 32 mD e T 33 34 _- 35 36 37 38 1-32 — — — I�_ 39 40 EMERGENCY LIGHTS -33 I I II 41 42 LIGHTING CONTROL •-PROVIDE LOCK-ON DEVICE FOR BREAKER, 4 IN A BLE CEILING. IN ACCESSIBLE CEILING. EAT TRACING,25OW LOAD AP RAIN WATER LEADER OR 2M. 1-74 ],—\\Discovery \ A/V Study Study -62 Area Collection 138 , a9y 1-2 -52 133 - 134 ®'-J' ' 25 THERMOSTAT MOUN ON WALL ABOVE L L RECEPTACLE,CON EXACT LOACTION WITH TH OSTAT MOUNTED ON WALL ABOVE ARCHITECT ON-SITE TACLE CONFlRM EXACT LOACTON KITH _ _ _ ea — — — stud-y- — — — — — — —Res�din9 — — - -- - - -_— _— — -I F -3 T 135 136 137 T -31 1-30 1-2 ------ PANEL INDENTIFlCATION _ PP-2 LOCATION RM.121 100 CONDUIT THROUGH WALL IN ACCESSIBLE CELING. ,20/208 V 3 A 4 W 225 NO 1 _A MAIN BUS AMAIN BREAKER n n DESCRIPTION BKR OCT CCT BKR A No L1 L2 L3 No A DESCRIPTION -- -- --- - -\ �a J HAND 20 1 2 20 HAND Living ROOM DRYER 2P 3 4 2P DRYER 1^^ HAND 20 5 6 20 HAND `fV DRYER 2P 7 8 2P DRYER MOUNTED IN MILLWORK. \ L- COORDINATE VA TH \ T T HAND 20 9 10 15 DOOR OPERATOR ARCHITECT ON SITE T DRYER 2P 11 12 75 HOT WATER H qRC.PMPS,P2 P3.P4 15 13 14 2P TANK '-� r qRC.PMPS,P5,PB,P7 15 15 16 15 HB-1.P1 • 8 far�R-B'ddMg aed Feb 11,2008 5 Issued All bids August 7,2007 A/C-6B 15 17 16 15 SUMP PUMP 4 /uad for Rerew Jk 25,2007 • IN-FLOOR CONVECTOR 15 19 20 J l.d for Re iew Moy 17,2007 -_ -- 1.0 kW RECESSED CONVECTIVE 2P 21 22 2 Draft bm/site Plon ELECTRIC HEATER C/W WALL ' April JO,2007 MOUNTED UNE VOLTAGE • IN-FLOOR CONVECTOR 15 23 24 1 /ued for R—w Marah 14,2007 THERMOSTAT.(TYPICAL OF 6.) R.Hebn D..arlPtlm oat. COORDINATE EXACT LOCATION OF THESE HEATERS SHALL BE r 2P 25 26 i oj•at DEIFIED IF SEPARATE PRICE FOR THERMOSTATS WITH ARCHITECT ON IN RADIANT HEATING IN-FLOOR CONVECTOR 15 27 28 Newcastle Librory SITE TYPICAL OF ALL THERMOSTATS. SYSTEM IS ACCEPTED. . 2p 29 30 31 32 Ixatlm 33 34 150 King Avenue Newco..t/q Ontario 37 38 11a 7i_ jI stmt 31 - 40 Municipality of Clarington 4t 42 •-PROVIDE LOCI(-ON DEVICE FOR BREAKER. Um.i,, 13 ••-REFER TO SEPARATE PRICE NOTES ON E-3 Power & Communications i by Dale N.D.R, I Noy 17,2007 1 Floor Plan - Power and Communications FIe Name I Supersedes I Sup,-eded By E 3 1;50 0702-ELEC oimt Project It I D -,Numb, #CL200B-7 Project f ReH- A 0633 1Ian 6