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HomeMy WebLinkAbout2004-134 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2004- 134 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Barry-Bryan Associates (1991) Ltd., of Whitby, Ontario, to enter into agreement for the Architectural Services for the Brian McFarlane Hockey Museum. 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, Barry-Bryan Associates (1991) Ltd., of Whitby, Ontario, and said Corporation; and 2. THAT the contract attached hereto as Schedule "B" form part of this By-law. By-law read a first and second time this 31 day of may , 2004. By-law read a third time and finally passed this 31 day of May , 2004. John =mayor-_- Patt' arrie urircipal Clerk s'i' c„� � �S* w �,? ) •. ,�, e�?.. 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' ', 2 s '+.. p„ � lY .Yr�j' a e; , r µ- hk''z! •# � sv ""'� '`��' dsG ls�^ g Ate-'€ �` D O C U M E N T i a � Canadian Standard Form � a 1 v of 4A gv , 1 vG " Contract for y F d A R � g L Architectural 5 e¢ E A s� � U " Services g o DOCUMENT SIX, 2002 1Fz � Architectural Institute of British Columbia b 0 3 Alberta Association of Architects 1 d z Saskatchewan Association of Architects Manitoba Association of Architects w S a Ontario Association of Architects Ordre des architectes du Quebec A t e Architects'Association of New Brunswick ° "f Association des architectes du Nouveau-Brunswick v G Nova Scotia Association of Architects 1 v x v ' Architects Association of Prince Edward Island a i Newfoundland Association of Architects 9U s Northwest Territories Association of Architects L 9 in partnership with g o The Royal Architectural Institute of Canada 1 m�E z IX ° v 1 [ o o r IN THE EVENT OF A DISCREPANCY BETWEEN THE AGREEMENT FORM, .� DEFINITIONS OR GENERAL CONDITIONS OF A PRINTED COPY AND THE MASTER o s v COPY HOSTED ON THE WEBSITE OF THE ROYAL ARCHITECTURAL INSTITUTE OF &< s CANADA,THE MASTER COPY SHALL GOVERN. 1 ��...� . THIS DOCUMENT IS IN COMPLIANCE WITH AIBC BYLAWS,INCLUDING BYLAW 28 (PROFESSIONAL ENGAGEMENT)AND BYLAW 34.16(TARIFF OF FEES FOR W ARCHITECTURAL SERVICES). i NOTE:ALL TERMS WHICH ARE DEFINED AND WHICH ARE USED THROUGHOUT c THIS DOCUMENT APPEAR IN ITALICIZED TEXT BEGINNING WITH A CAPITAL. ® �€ti s LETTER. 1 CONTRACT,Document Su,2002 release date:03 June 2002 1 Table of Contents av �o G NOTE:ALL TERMS WHICH ARE DEFINED AND WHICH ARE USED THROUGHOUT THIS DOCUMENT APPEAR IN ITALICIZED TEXT BEGINNING WITH A CAPITAL LETTER. Agreement Form Al-A22 1 r ` . 3� � � Date Al ¢ � Client A2 Architect A3 s = E Project A4 a a s Project Budget A5 auav a Construction Budget A6 W Construction Procurement A7 � G Project Delivery A8 ' K-N „ _� Construction Pricing A9 5 Professional Services A10 v° Client Responsibilities All � 3vA ' a d Consultants A 12—A 13 °r Fees and Reimbursable Expenses A 14—A19 v s 2, Other Terms of Contract A 20 v s Definitions M A = K Additional Services 1 r Architect 2 ° = e Client 3 a � G� k " Construction Budget 4 2 0 � Construction Contract 5 Construcdon Cast 6 Z µ V Construction Manager 7 Contract for Architectural Services 8 z v Contractor 9 z @ Design-Builder 10 Direct Personnel Expense 11 d &5 v v' o g r, d 5 Dispute 12 €3 General Rewew/Field Review 13 o Instruments ofService 14 Place of the Work 15 .R A Project 16 a _ o� a Project Budget 17 a Q a E A E Subcontractor 18 v � v5 i N a ; e o o Substantial Performance of the Work 19 g Ni Toxic or Hazardous Substances or Materials 20 ® €A Work 21 ............................................ CONTRACT,Document Six,2002 release date:03 June 2002 � § � General Condition j{ { Archib ec,Responsibilities c 1 'M 2 Client's , c Z cm_ctionBudger and Construction Costs GC iCertificate for &ym_ c 4 j \ | c�gw Use aDoe__ c9 :_ : F�qjec rIdentification c 6 ) \ ! , : L�kpu r Resolution c 7 Liability 4c Architect c a )})) : Suspension of Servic es c 9 ]\ \/ Termination c g Law governing this On»a c 11 l Successors and Assign, c 2 Extent»Contract co ®�! * Payments mthe Architect c 14 !;§! : Severability c e #! ! , : })}! : : !a : k� � \\ \ °z �! ............................................. mzRACT,Document Six,__=daw:e June 2002 Agreement Form v� v ' o Note:All terms which are defined and which are used throughout this document appear in g italicized text beginning with a CAPITAL letter. c E ' W q Note:Notices in writing between the parties or between them and the Consultant shall be 5 considered to have been received by the addressee on the date of delivery if delivered to the individual,or to a member of the firm,or to an officer of the corporation for whom they are v ; € intended by hand or by registered post;or if sent by regular post,to have been delivered within 5 ' V c working days of the date of mailing.Notices sent electronically by email or facsimile for example, are not considered to be reliable for the purpose of official notice. E 6 €o -E v Al This Contractmade as of the 13th day of July in the year of 2005 r _s o A2 Between the Client Air Corporation of the Municipality of Clarington 40 Temperance Street Bowmanville, Ontario ama UC 3A6 � wo va A O L O A3 and the Anlutecc. 9 �y a � Barry-Bryan Associates(199 1) Limited 11 Stanley Court, Unit 1 ss Whitby, Ontario U Zin yr m L1N 8P9 = F=u� .e `a g $ h A4 For the following Project. 9 Brian McFarlane Hockey Museum(approximately 5,000 square feet) , as an addition to the Garnet B. Rickard Recreation Complex,2440 e s King Street West, Bowmanville, Ontario ravv d 8� v9 ' oosv 2U o�° n3�v Y5AA y S E with the following Project Budget and Construction Budget.• �4; a€ A � CONTRACT,Document Six,2002 release date:03 June 2002 Page AF 1 of 7 1 � ' A5 ProjrBdr \} � A&determined RClient i [! � / a6 Construction Bu dor %!) ( � gJs9non �! .&&I. comprising of the following: Es lding Construction * 56 ¢000 |)3i2. Turn Key Exhibit Manufacture/Installation, . c_issioniqand Training % 3, ¢000 \! { E � A7 mean Aa method of constructio nprocurement i Tender to Prc-&GaR_kcntrac m. Exhibit will&a complete Wrnk#aign/baA_tructinstall };}! commission and train 6 GSM Design Expositions. a The anticipated_c dJProjecralwR± akn/Bid/BGamSingle General Co mmor@kdinaonl g General Contractor @carry Ok turnkey exhibit contractor a. Cash Allowance item in their_tract. : » ! /} [ ~ � The anticipated _mQ J construction pric & Stipulated Sum ................................. CONTRACT,Document Six,___date:e June 2002 Page AF2of7 � � � ................... .. \}\ Professional Services A10 In addition mthe era @nsibr adescribed in the $ / General Co Aa including ct the km&rr shall provide »») services: ! € : as described in the following Schedule(s) affixed to this Contract � . : Schedule of Arc bect'skrvi_ .5 s attached Pages lm , !`!$ t : aN {!! ! : # / ,; • : ©!; ! ; Client Re ponsib!r!#e All In addition mthe O_Responsibilities as described in the General §!! Q Conditions, m GC 2, the Client sha ll furnish mmm m : #//)J/ surveys, reports and services _described + r following y&61e@ affixed mthis Contract Schedule of Client Responsibilities s attached Pages lm6 : !\}! : � ) . . . . r : : : • I •! : : );)\ J! � ............................................. CONTRACT,__Six,_wme date:e June_ Page AF3 «7 � � !} E }\} : Consultants } The Architect shall coordinate rservices of following consultants: Al2 Consultants engaged Rthe qtr Mechanical Engineers p£ami nke,Mitelman andPartners Inc. \ ) : Electrical Engineers Leipciger Kaminka Mitelman and Partners Inc. Museum Design and Manufacture GSM Design Expositions � 2}; \ : {f8 : = §& a � Rs - y-.- - : 3 &o Consultants� a&r Oer : © -® zwdetermined 6M A !I!l : : / f! : : §(} ; {) : ZX : - >j � | � !!! ! � !/ƒ)g )/ ƒ) ;* : ■92H ]a\\}\ � ............................................ CONTRACT,wtanen,Six,_ ,date:e June_ Page AF4«7 � � ..................... {}\ Fe sand Reimbursable Expense The Client shall pay fees and reimbursable exp_e to the Architect wh n } invoices are submitted a_ forth&!ow: ; RED FOR SERVICES A14 For the Architects services as outlined in the &aklem identified m&athe fee shall& computed as _: Refer m Page AFaof 7attached. )) j} : t : &A u_8-? °® ` REIMBURSABLE RNS b })\ : 2;~ ») ' �» The ��4e �ammo reimbursable�_eaUaE : 'k*! : )) f}} c ly9f administrative charge,shall be Un % of the : reimbursable exp_e=based on the formula a described below: /\ n/a } : ()! » A16 For automobile travel the rate for calculating travel costs shall& ! $ &4, per kilometre. };!]j PAYMENT 7!! ! &e The Client sha£pay to the Architect, upon exe e+,4r : `k �azl Contract, . retainer J$ 0.00 m\® ; )\ G® account of the Arichi r a fee. This retainer shall&credited aga+t r&� invoice. Thaws minimum _mthat t Client must : )} pay the Archir!ca this Onma ! »: (} i A18 The Client shall pay the Architect, upo n receipt 4invoices, on account J the Archir 6f and reimbursable exp rtogether _8 40 with suc wvalue-added _es as may& applicable. eshall be ! ! ; ] issued on monthly�w�ed on �ss¥_a/ . &B An unpaid invoice shall bea,interest, cal ated annually at 18.00 +; annum, commencing a days after the date that r Architect ........................................... submits the invoice. CONTRACT,+_.Six,_release date:e June_ Page AFsof7 $ ' FEES FOR SERVICES A14 For the Architect's services as outlined in the Schedule(s) identified in A10,the fee shall be ' computed as follows: .1 Lump Sum Fee of$316,300.00 broken down as follows: ' Architectural and Engineering Services Fee $141,200.00 Specialist Museum and Exhibit Design, Commissioning t and Training 161,000.00 Estimated Disbursements 14,100.00 All increases to the construction budget as outlined in Article A6 would result in an ' additional fee mutually agreed upon. The disbursement charges of$14,100.00 is considered an upset limit. Upon approval of ' the Client, all reimbursable disbursements in excess of the allowance will be invoiced at BBA's cost. ' .2 Fees to be proportioned to the phases of services as follows: Architectural and Engineering Services: ' Schematic Design Phase- 15% Design Development Phase- 15% Construction Documents Phase - 45% ' Construction Procurement Phase - 5% Construction Administration Phase- 20% Specialist Museum and Exhibit Design: Content Development 15% Concept 20% ' Design Development 25% Technical Development 25% Supervision of Production and Installation 15% ' .3 If the scope of the project or of the Architect's services is changed,the fees shall be adjusted accordingly. For additional services or when revisions or additions are made to the program of requirements or previously approved documents prepared by the architect ' and such revisions or additions require services beyond those already provided, the fee for such additional services shall be based on the rates in Article A14 of the agreement, or as otherwise mutually agreed with the Client. ' Page AF 5A of 7 1 ...................T_...................., a Other Terms of Contract � oA T € � b A20 The Client and the Architect agree as set forth in the following other ' v terms: v µ The Client will apply and pay for all permits. s c The following documents form part of this Contract: f' 1. The Corporation of the Municipality of Clarington Request for 'dA 9 € F = Proposal No. RFP 2003-18 issued December 22,2003. g 'C h a o o 2. The Corporation of the Municipality of Clarington Addendum - No. 1 dated January 9, 2004. ° °r 3. BBA Fee Proposal dated January 16, 2004. ` 4. BBA Letter dated April 5, 2004, re: Option 2 - Turn Key Exhibit ° Approach 5. BBA Letter dated May 11, 2004,re: Inclusion of Museum and w Exhibit Design Fee 6. BBA Letter dated July 13, 2005,re: Revised fee and revised ' v 3 scope for turnkey exhibit approach. - v ovaz a= v The contract terms and conditions as outlined in Article GC 14 are ' based on the anticipated schedule as follows: x F8 s� ssQ ° _ v Building: a � � oW g: Tender for Construction October 2005 o x v Award of Construction Contract November 2005 3 Substantial Completion April 2006 �U u° $ Exhibit: s n° Exhibits Manufacture March 2006 c`az LL Exhibits Installation April 2006 ' v Exhibits Commissioning June 2006 `a � 2 Exhibits Training June 2006 % ` c � ev k c r o c A21 When this Contractor any documents are prepared in both English and French, it is agreed that in the event of any discrepancy between e the English and the French version, the English language shall s$ x � b prevail. Vi .............................. CONTRACT,Document Six,2002 release date:03 June 2002 Page AF 6 of 7 � { This c,mww entered+oa the a and year first written abo \'\ )3) O_ . 2 | r Corporation of the Township acAgtoa , \}\ (Name of c (Signature) )\ ; \ ' m , a . \ \\ : (Signature) \\j\ 1 (Name and of person }}j} Patti L B mK Clerk _ Witness \\\) : ) lrl 92 : : (Signature) \\ (Name and title of person Architect a Barry-Bryan+ 's /ƒ !! : (Name aA J / : : ; Z& 55 m� EEsa3RcoAA. MRAIcden! !3) (Name and title 3person Witness < . - . iZ�}\\ : : !\ >; !# : (Signature);2)]\ ! : (Name and of person i . — � The Addresses f official notice shall& m stated in A2 and A3. ) . :: � CONTRACT,_ Six,_a_date:e__ Page AF7a7 � 6 � v Definitions ' Note:All terms which are defiued and which are used throughout this document appear in em italicized text beginning with a CAPITAL letter. ' In this Contract the following definitions apply: AA = n € v ADDITIONAL SERVICES z s Additional Services are those professional services which are not ' 4 1 �s contemplated at the time of execution of the Contract and therefore cannot s= be identified then as being included in the Contract-but which are g subsequently added to,or which adjust, the scheduled Scope of Services 2 outlined in the Schedule(s) listed in Al of the Agreement Form. g v b ARCHITECT The Architect is the person or entity identified in this Contract who is v V S registered, licensed or otherwise authorized to practise architecture in the place of the Project and includes the Architect's officers,directors, a-5,3 v i employees, and representatives. o .roo� v CLIENT e 'z s v r € The Client is the person or entity identified as such in the Contract. J Q O J G e Q a CONSTRUCTIONBUDGET 2 The Construction Budget is the Clienes combined estimate of the ' $9 Construction Costand construction contingencies,or if there is no budget an .z o I n; amount agreed to by the Client and the Architect. F �j Q € O V CONSTRUCTIONCONTRACT ay �s � g Z d s z The Construction Contract consists of the executed agreement between the ' z 3 Client and the Contractor,or between the Owner and the Design-Buildet, re '9 1 the general conditions, the drawings, the specifications and all the other or 5 documents identified in the said agreement as Contract Documents. 3 j ' to = CONSTRUCTIONCOST ' o m Construction Cost,for the purpose of percentage fee calculation,is the € _ G contract price(s) of all Pmjectelements designed or specified by,or on behalf W E of,or as a result of the coordination of the Architect,including cash m 5 5 v s allowances,building permit fees, changes,construction management fees or other fees for the coordination and procurement of construction services,and all applicable taxes, including the full amount of value-added taxes, whether 9 ICJ g TEL ...........®_.�L..._�~ M i .................r recoverable or not. (Note: Value-added taxes are excluded from Construction CONTRACT,Document Six,2002 release date:03 June 2002 Page D 1 of 4 1 ' Cost in such calculations under the TariffofFees for Architectural Services of the Architectural Institute ofBridsh Columbia.) s� 4 u 6 �o m Where there is no contract price for all or part of the Project, the r ; Construction Cost shall be the statement of the probable cost of construction a as determined by the Architect, or as agreed by the Architect if a cost 9 5 consultant is engaged,at market rates at the anticipated time of construction. € Construction Cost excludes the following: the compensation of the Architect and the Architects consultants, a A • other professional fees which are the responsibility of the Client, e a the land cost, and land development charges S0,11 � ouu In the event that the Client furnishes labour or material below market cost, o W or,recycled materials are used, the Construction Cost for purposes of establishing the Architects fee includes the cost of all materials and labour o s� necessary to complete the Work as if all materials had been new and as if all labour had been paid for at market prices at the time of construction or, in g the event that the construction does not proceed, at existing market prices at ' o the anticipated time of construction. q�gc; 3 W CONS7RUCTIONMANAGER osU o .g r A Construction Manager is a person or entity who manages and coordinates z 8; the construction for a fee and who assumes the responsibilities for the general x8 .5 " � management of the Project at the construction site. A Construction Manager r t may provide advice during the pre-construction phases of the Project. ' ' v CONTRACTFOR ARCHITECTURAL SERVICES 3 The Contract is the undertaking by the parties identified in the Agreement a a Form to perform their respective duties, responsibilities and obligations as g v �z � � e; described in the Agreement Form,Definitions, General Conditions and y € .o F Schedules. ' ezav CONTRACTOR 6� ' zM The Contractor is a person or entity contracting with the Client to provide 9 labour,materials and equipment for the execution of the Work. d t a o DESIGN-BUILDER C) �d A The Design-Builder is a person or entity contracting with an Owner to 1 provide design services, labour,material and equipment for the execution of the Work. "A <. o o < 3 y ' E o DIRECTPERSONNEL EXPENSE g � n Direct Personnel Expense means the salary of the Architect§,or the ' Architect's consultants',personnel engaged on the Project and all overtime CONTRACT,Document Six,2002 release date:03 June 2002 Page D 2 of 4 ' """"".I...""""" charges authorized in advance by the Client,plus the cost of mandatory and r-E customary contributions and employee benefits including employment taxes z tL and other statutory benefits,insurance,sick leave,holidays,vacations, ' b pensions and similar contributions and benefits. g S a DISPUTE 9 F G g v € A Dispute means a disagreement arising out of or in connection with this Contractor in respect of any defined legal relationship associated with it or § v f � derived from it and includes any failure to reach agreement where an 3 a E s� a 3 agreement is required. e oF� ' $ a s= GENERAL REVIEW/FIELD REVIEW f .3 General Review/Field Review means review during visits to the Place ofthe Work(and where applicable, at locations where building components are a L a fabricated for use at the Projectsite) at intervals appropriate to the stage of G a the construction that the Architect,in his or her professional discretion, ' a considers necessary to become familiar with the progress and quality of the s c Work and to determine that the Work is in general conformity with the � g a �� construction documents. 1 a$ 0 v �_� INSTRUMENTS OFSERVICE Instruments ofService are the design and drawings,specifications and reports F F A Q s f v prepared by or on behalf of the Architect including but not limited to plans, L 'a 2 sketches,drawings,graphic representations and specifications,computer- ' 9 � generated designs and materials. v � ° PLACE OF THE WORK s� o4 ° Z o s 9 The Place ofthe Work is the designated site or location of the Work ti € identified in the Contract Documents. z �� Vv m s a PROJECT -2 ' m > € The Projectas described in this Contractmeans the total enterprise or v; -6 € endeavour contemplated of which the Work may be the whole or a part. L v ' ° Sy 3 PROJECTBUDGET o , „r v The Project Bud g et is the Cients estimated total expenditure for the entire �3 Project. It may include,but not be limited to,such things as the Construction odohaa € v c Budget, professional fees,costs of land, rights of way, and all other costs to o o E s the Clientfor the Project. ' V � € � a ®l A�A CONTRACT,Document Six,2002 release date:03 June 2002 Page D 3 of 4 1 � ... s BCOAURACTo E .! � *Subcontractor is a pers m or having.direct contract with the } Contractor to rrfor m.part z parts J the Work or msupply products worked m.special design R the Work.xUBSTANY]AL PERFORMANCE OF THE WORK SubstandalPerformance ofthe Work aa&ate in the lien legislation . applicable m the Place oft& Work.E such legislation g not m force=does not contain such.af « Substantial Performance oft& Work ! )/)} : have ms:reached when the Work 6 ready for use mwbeing_,R the ] ) \} purpose aand 6m certified R the Architect. & all\ TOXIC o]JAZARDOUsESz"eES o MA ARMLS \\\) : Toxic z Hazardous Substances xM_&mmany solid,liquid,mew w : thermal or electromagnetic irritant or contaminant, and includes,without ! w : limitation,pollutants,moulds,and hazardous and special wastes whether z }}75 : not defined in any Ueral,provincial,ems or municipal laws,statutes or *:n ; regulations. !3! : Tom z& Work means the total construction and related services required%the Contract mama § Z'I /'Z6 : !§ >] � f<< : $\ : ' 4 .4 ;&;;4 � ............................................ CONTRACT,__Six,_e_date:e__ Page n4a4 � General Conditions = ov Note:All terms which are defined and which are used throughout this document appear in italicized text beginning with a CAPITAL letter. S � ' GC1 ARCHITECPs RESPONSIBILITIES .l The Architectshall provide professional services as outlined in the ° soy . Schedule(s) identified in A10 of the Agreement Form. a9 � e`° .2 The Architectshall maintain records of reimbursable expenses, and A s for any services for which the fee is computed as a multiple of Direct a s Personnel Expense.These records shall be maintained to acceptable 3 y o o_� accounting standards and made available to the Client at mutually convenient times. d .3 The Architectshall not: 9 Q n be required to make exhaustive or continuous on-site reviews; ° .2 be responsible for acts or omissions of the Contractor, B ~ m K-5,3 8 1 Subcontractors,suppliers or any other; .3 be responsible for persons performing any of the Work,or for > v x failure of any of them to carry out the Work in accordance fal 9 O ' g s with the Contract Documents; and ° M "e .4 have control,charge,or supervision of,or responsibility for construction means,methods,techniques,sequences,or ' ¢ procedures,or, for safety precautions and programs required in connection with the Work Q 3 C � .4 The Architectshall have no responsibility for: � D �9 Z .1 discovery, reporting, analysis, evaluation, presence, N ' handling,removal or disposal of, and ' E F ,� .2 the advice of any independent expert recommended by the A� � 9 a Architect on behalf of the Client and the Contractor under S ' the Contract in respect of,and, Z ' ° r .3 the exposure of persons,property or the environment to, i J$ccB ; Toxic or Hazardous Substances or Materials in any form at the Place of the Work o GC2 CLIENTS RESPONSIBILITIES U 1 The Clientshall promptly fulfil all responsibilities for the orderly ° _ S progress of the Architect's services and of the Work. ' o .2 Information < � eE 8 AU g i The Client shall provide all information as outlined in the Schedule(s) identified in All of the Agreement Form.The Architect shall be entitled to rely upon such information.Contracts for the CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 1 of 10 ' provision of information,whether arranged by the Client or the r � Architect,shall be considered direct contracts with the Client unless explicitly provided otherwise. ' sm G e .3 Other Responsibilities v �5 t 5 The Clientshall: t .1 authorize in writing a person to act on the Client's behalf and define that person's scope of authority with respect to the 5 Project when necessary; 6 v r .2 review documents submitted by the Architectand give the Architect timely decisions for the orderly progress of the 9 u 6 r e Architect s services; r .3 obtain and pay for the building permit and all other permits a and development costs; .4 immediately notify the Architect in writing if the Client a observes or otherwise becomes aware of any fault or defect in ' r W the Projector any nonconformity with the requirements of W 9 the Contract, .5 engage all consultants as per Article A13 under terms and ' U-1 conditions of agreements which are compatible with this r, Canadian Standard Form of Contract for Architectural o .Yros Services, w' .6 ensure that all consultants engaged under Article A13 obtain and disclose professional liability insurance coverage v G v s compatible with GC8 or as described in A20,Other Terms 0 6 ° °o and Conditions. GC3 CONS7RUMONBUDGETAND CONSTRUMONCOM ' $ .l Project Budget °s Neither the Architect nor the Client has control over other professional fees, land development or other costs related to the F a entire endeavour of the Client, therefore the Architectcannot and W ' does not warrant or represent that Project costs will not vary from the m €F Project Budget. o d t �o .2 Construction Budget and Construction Cost o Neither the Architect nor the Client has control over the cost of < labour,materials or equipment,over the Contractot's methods of determining bid prices,or over competitive biddin g,market,or € 2 negotiating conditions and therefore the Architect cannot and does LLas 0. ` ? E s not warrant or represent that bids or negotiated prices will not vary from the statement of probable Construction Cost g�ras CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 2 of 10 ' .3 Statement of Probable Construction Cost o . s C 6 v If the construction procurement phase has not commenced within o three months after the Architect submits the construction g t ; documents to the Client,the agreed statement of probable b Construction Cost and Project Budget shall be adjusted to reflect ' 9 a changes in the general level of prices in the construction industry between the date of submission of the construction documents to the _ Client and the date on which bids or proposals are sought. y F 3 4 If the lowest compliant bid or lowest negotiated proposal,exceeds the e m v latest agreed statement of probable Construction Cost by more than q 15%, the Clientshall provide: g .1 written approval of an increase in the statement of probable Construction Cast and Project Budget, or o t v ro .2 authorization for re-bidding or re-negotiating of the proposal, or g ' .3 instructions for revising the Projectscope or quality as oot necessary to reduce the Construction Cast,or •4 termination of this Contractin accordance with GC10 if the Project is abandoned. .5 If the C/ientproceeds under GC3.4.3, and the extent to which the > v9 m N v o lowest compliant bid or lowest negotiated proposal exceeds the latest ag G agreed statement of probable Construction Cost by more than 15%is not due to extraordinary market conditions or other factors not a o reasonably foreseeable by or under the control of the Architect, then ' ¢ the Client may require the Architect to modify the construction ° t documents or provide other services necessary to reduce the " Construction Cost to within 15%of the latest agreed statement of s $d probable Construction Cost for no additional fee.Such modification a 07 ; of the construction documents to that extent shall be the limit of the Z o Architect's responsibility under GC3.4.3, and having done so,the a € zw Architect shall be entitled to compensation in accordance with this � v Contract, for all other such services performed,whether or not the $ construction phase is commenced. W Z d _ GC4 CERTIFICATE FOR PAYMENT Z cy 8 H (H the Architect is not providing payment certification services,this General Condition shall not ' o %"s v apply) .1 The issuance of a certificate for payment shall constitute a s A representation by the Architect to the Client,based on the on =� Architects General Review/Field Review and on review of the go Contractor's schedule of values and application for payment that the e .W Work has progressed to the value indicated, to the best of the Architects knowledge, information and belief; the Work observed vo during the course of General Review/Fie/dReviewis in general g g a conformity with the Contract Documents; and that the Contractoris ® A entitled to payment in the amount certified.Such certification is subject to: CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 3 of 10 g r, .1 review and evaluation of the Work as it progresses for general ' conformity as provided in the services outlined in the sav �a � Schedule(s) described in A10; .2 the results of any subsequent tests required by or performed under the Contract Documents; qA .3 minor deviations from the Contract Documents being 3 corrected prior to completion; and LL .4 any specific qualifications stated in the Certificate for ' v Payment. 5 c ' 9 .2 The issuance of the Certificate for Payment shall not be a ' v ' representation that the Architect has made any examination to ascertain how and for what purpose the Contractorhas used the L 3 o R 9 F monies paid on account of the contract price,or that the Contractor ' a d a has discharged the obligations imposed on the Contractorby law, or o s requirements of the Workers'Compensation Board or Workplace a Safety Insurance Board,or other applicable statute,non-compliance ' a A with which may render the Client personally liable for the o a Contractor's default. VV � v 3 v GC5 COPYRIGHT AND USE OF DOCUMENTS > 0 9 v .1 Copyright for the Architect's Instruments ofService belongs to the ' S Architect.The Architect's Instruments ofService shall remain the property of the Architect whether the Projectfor which they are made is executed or not, and whether or not the Architect has been y paid for the services. Their alteration by the Client is prohibited. .2 Submissions or distribution of the Architect's Instruments ofService i including all software and electronic media to meet official regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of the Architect's z ° reserved rights. � z or w e s .3 The Client may retain copies, including electronic or digital and aother reproducible copies,of the Architect's Instruments ofService `d e$ for information and reference in connection with the Client's use and occupancy of the Project. Copies may only be used for the purposes a e 9 intended and for a one-time use,on the same site, and for the same ffi d v Project;by this Client only and may not be offered for sale or transfer E c o g 3 v without the express written consent of the Architect.Except for ox a reference purposes, the Architect's Instruments ofService, including g — all electronic or digital files and information,shall not be used for ' r a renovations, additions or alterations to the Projector on any other o project without a written licence from the Architect for the limited or nog = repeat use of the documents. m € s € .4 As a condition precedent to the use of the Architect's Instruments of _ Service for the Project, all fees and reimbursable expenses, including 0 all fees and expenses as a result of Suspension or Termination,due to ' the Architect,are required to be paid in full. CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 4 of 10 ' '""""""""""..............."" .5 The Client shall be entitled to keep original models or arch tectural 3 F renderings which the Client specifically commissioned and paid for. s GC6 PROJECTIDENTIFICATION 2 " v .1 The Architect shall be entitled to sign the building by inscription,or ' 9'5 A otherwise,on a permanent, suitable and reasonably visible part of the „ e building. .2 The Architect shall be entitled to include as part of the Contract 3 4 a E Documents a provision to erect a sign identifying the Architect and g the Architect's consultants on the Projectsite. v � � v ' c s a € GC7 DISPU7ERESOLLITION s �� .1 The parties shall make all reasonable efforts to resolve a Dispute by e n amicable negotiations and agree to provide,on a"without prejudice" e basis,frank,candid and timely disclosure of relevant facts, 9 information and documents to facilitate these negotiations. as o� .2 If the parties have been unable to resolve a Dispute,both parties may ' a v agree to the appointment of a mediator in accordance with the latest ds d 1 edition at the date of execution of this Contractof the Rules for 3 v y Mediation and Arbitration of Construction Disputes,CCDC z E; Document 40,to assist the parties to reach agreement. Unless the parties agree otherwise, the mediated negotiations shall be conducted x in accordance with those Rules amended as follows: o vs 0 all references to "the Contract" are to be considered v° r references to"the Contract for Architectural Services y v 3 F .2 for references in CCDC 40 for Schedule; time; Extension of G time period; and termination if no agreement; the time o v period shall be adjusted from 10 Working Days to 15 gz . ti �3 f calendar days. uz4 � u .3 If the Dispute has not been resolved within 15 calendar days after a a mediator was appointed under GC 7.2, or within such further period agreed to by the parties, the mediator shall terminate the mediated m c3 c negotiations by giving written notice. z a = d g .4 All unresolved Disputes may,upon agreement of the Architect and Client in writing,be referred to and finally resolved by arbitration o k a under the latest edition of the Rules for Mediation and Arbitration of d o s W Construction Disputes,CCDC Document 40 as amended as follows: a s V A .1 all references to"the Contract"are to be considered LL g a references to"the Contract for Architectural Services'; and s s .2 the applicable date referring to Substantial Performance of e o the Work does not apply. a g .5 Dispute resolution shall be conducted in the jurisdiction of the ' ......... p j principal place of business of the Architect unless otherwise agreed. CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 5 of 10 ' GC8 LIABILITY OF THE ARCHITECT s .1 The Client agrees that any and all claims,whether in contract or tort, ' s 9 which the Client has or hereafter may have against the Architect in o = � � v any way arising out of or related to the Architect's duties and v responsibilities pursuant to this Contract,shall be limited to the ' 5 amount as mutually agreed to by the Client and by the Architect,and as described in A20,Other Terms and Conditions,and if not specified, the limit shall be$250,000. fV .2 The Ch'ent agrees to indemnify the Architect in the event of any < claim against the Architect in any way arising out of,or related to, o L f the Architect's duties and responsibilities pursuant to this Contract, z G li initiated by a non-party to this Contract and arising out of,or from a s = L claim commenced by the Client,and such indemnity shall only apply ' g to the extent the said non-party claim exceeds the amount of s " A $250,000 or such other amount mutually agreed to,pursuant to aGC8.1 above. i o a .3 The Architect shall be entitled to rely upon the published product 'G information from manufacturers and shall not be held liable for s� v b � relying on information or representation which he or she reasonably believes to be accurate. ii ii U u > u 9 [ 9 " ` GC9 SUSPENSION OF SERVICES CLIENT ' < ' 8 ° E .1 If the Client lacks the financial ability or authority to proceed, the F Client may give seven days'written notice to the Architect that the ac Clientelects to suspend the Architect's services. a Z_o� � ARCHITECT � of ' z LL #a s € .2 If any invoice submitted by the Architect remains unpaid by the a ! Clientfor forty-five days or more from the date the invoice was <¢ 2 A ' submitted, then the Architectmay give seven days'written notice to z > a the Client that the Architectwill stop rendering services. .3 If within seven days of delivery of the notice in GC9.2, the Clienthas not paid the Architect's invoice,or the Architect and the Client o s have not agreed in writing on terms for payment of the invoice, the o = v Architectmay stop rendering services on the Project, and in that o U o ' event the Client shall not have any claim whatsoever against the a 4 Architectfor any loss, cost,damage,or expense incurred or o = 6 = anticipated to be incurred by the Client as a result. Note:Notices in writing between the parties or between them and the c< e Consultant shall be considered to have been received by the addressee on the 8 A f g $ date of delivery if delivered to the individual,or to a member of the firm,or to an officer of the corporation for whom they are intended by hand or by ' .....v._ s ..............................: registered post;or if sent by regular poet,to have been delivered within 5 working days of the date of mailing.Notices sent electronically by email or CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 6 of 10 1 ' .""""""' g s facsimile for example,are not considered to be reliable for the purpose of official notice. b .4 The tights of the Architect given by GC9.3 are in addition to and not w in substitution for any other rights the Architect may have under this 9 Contractor otherwise for non-payment of the Architect's invoices by ' v 5 the Client. s v € .5 If construction of the Work proceeds in the absence of a building ' 3 permit and without the Chief Building Official dispatching building av officials to the site,or, if the Architect becomes aware of an action .e x taken by the Client which violates applicable building codes or E J r v regulations, the Architect may stop rendering services on the Project, ' vv and in that event the Client shall not have any claim whatsoever s ; against the Architect for any loss, cost, damage,or expense incurred o or anticipated to be incurred by the Client as a result. s� h .6 In the event of a suspension of services, the Architect shall not be � liable for delay or damage as a result of the suspension of services. ' R Upon suspension, the Architect shall submit an invoice for all sE services performed to the effective suspension date, together with g d ; reimbursable expenses and applicable taxes then due. Before v 3 ' resuming services, the Architect shall be entitled to payment for all o o r suspension expenses as defined in GC9.7 and for all expenses for 'x recommencement of services within 30 days of the date that the r $ invoice for suspension services is submitted.The Architects fees for the remaining services and time schedules shall be adjusted 5e U y=s accordingly. G L 2_8 L .7 Suspension expenses include expenses directly attributable to suspension of the Project for which the Architect is not otherwise Fcompensated, including costs attributed to suspending the .L s Architect's contractual and employee commitments,and in addition, an amount for anticipated loss of earnings computed as a percentage € o r of the total fee for the Architect's services and Additional Services ' w ary earned to the time of suspension, as follows: c a I twenty percent if suspension occurs during the schematic �Qa z o design phase;or w _ .2 ten percent if suspension occurs during the design v development phase;or ce 2, 3 five percent if suspension occurs during a phase subsequent y to the design development phase. s = " GC10 TERMINATION rows� L .1 If the Projectresults in construction, the Architect's services o a terminate one year after the earliest of: .1 the date of certification of Substantia/Performance of the q tl F V PS �.,_ _� ! Work,or ®� A A .2 the date of Total Completion, or ........................ ................., CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 7 of 10 ' (In Ontario the term Total Completion' is used and defined in the g s Construction Lien Act) r K o s .3 the date of abandonment of the Project. ' vv tom .2 This Contract may be terminated by either party upon not less than a v seven days'written notice should the other party fail substantially to 9 y G perform in accordance with its terns through no fault of the party initiating the termination. e ; r ; 3 E � .3 This Contract may be terminated by the Client upon at least seven a. e days'written notice to the Architect in the event that the Project is z A � abandoned. o � � s .4 In the event of termination, the Architect shall be paid within 30 s= days of the date that an invoice is submitted for all services performed to the effective termination date, together with reimbursable rv 3 expenses and applicable taxes then due,and for all termination " < v expenses as defined in GC10.5 7—U oo o a .5 Termination expenses are expenses directly attributable to abandonment of the Projector termination of this Contractfor which the Architect is not otherwise compensated,and in addition,an r v amount for anticipated loss of earnings computed as a percentage of the total fee for the Architeces services and Additional Services a v a earned to the time of termination,as follows: y .1 twenty percent if termination occurs during the schematic design phase;or 9 ;O ' o .2 ten percent if termination occurs during the design Wo a development phase;or 3 m .3 five percent if termination occurs during a phase subsequent o` ' sF to the design development phase. ° b GCl l LAW GOVERNING THIS AGREEMENT z .1 Unless otherwise specified,this Contract shall be governed by the law of the province or territory of Canada which is the principal place of business of the Architect. i JSmc9��� n a y K A A GC12 SUCCESSORS AND ASSIGNS E <° .5 0 3 v .1 The Client and the Architect respectively bind themselves, their 'o €r � 3 partners, successors,assigns and legal representatives to the other s v = a party to this Contract-and to the partners,successors, assigns and ' o legal representatives of such other party with respect to all covenants do �� y 5 n S of this Contract Except as otherwise provided herein,neither the q a Client-nor the Architectshall assign,sublet,or transfer an interest in ' s this Contractwithout the written consent of the other.Consent[o � v =G E EJ such assignment or transference shall not be unreasonably withheld. 3F CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 8 of 10 ' GC13 EXTENT OF AGREEMENT a .1 This Contract represents the entire and integrated Contract-between gF the Client and the Architect and supersedes all prior negotiations, x G i representations,or Contracts, either written or oral.This Contract € may be amended only in writing signed by both the Client and the ' :E- Architect. m ' v # € y F GC14 PAYMENTS TO THE ARCHITECT zee s G FEES .1 An invoice submitted by the Architect under this Contract is due and payable when submitted to the Client. Payments for the Architect's services shall be made on account for invoices as described in A18 and where applicable,shall be in proportion to services performed within each phase of the service. .2 No deductions shall be made by the Client from amounts payable to a the Architecton account of penalty,liquidated damages, or other b2 sums withheld from payments to Contractors,or on account of the „zoo P y e a v d cost of changes in the Work other than those for which the Architect 8 " is proven to be legally responsible or has agreed to pay. a s s _ .3 Variance from the Project Budget or Construction Budget established under this Contract shall not constitute grounds for the Client to X s r withhold fees due to the Architect ' .4 When a percentage-based fee is used as the method for determining s the Architect's fee, the basis for calculating the applicable portion of o =u the fee for each phase of the Architects services shall be based on Article A14 of the Agreement Form. 8 .5 If the scope of the Projector of the Architects services is changed, ' z € v the fees shall be adjusted accordingly. For Additional Services or ew e s when revisions or additions are made to the program of requirements a or previously approved documents prepared by the Architect and such revisions or additions require services beyond those already 0�j��,provided, the fee for such Additional Services shall be based on the /�rates in Article A14 of the Agreement Form,or as otherwise '`) Ci mutually agreed with the Client. ` D ON u Y f It 'o o y U 2 on . Contract is exceeded or extended through no fault of the Architect,fees es' es required quired fs r such extended period of ° g the contract administration shal el and computed as set N L o = forth in Article A14 of the Agreement Form or as o agree z o = .7 In the event that new or additional taxes in respect of the services 4V y included in this Contractare required by federal or provincial, ' ......................o ®€ .................. regional or municipal legislation after the Contract is CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 9 of 10 ' executed, the amount under this Contractshall be adjusted to g include such taxes. G b .8 Fees and reimbursable expenses may be subject to such value added ' taxes as the Federal Goods and Services Tax or Harmonized Sales " Tax.The Client shall pay to the Architect,together with, and in g addition to, any fees and reimbursable expenses that are,or become g m payable,any value added taxes that become payable in relation to the Lfees and reimbursable expenses as required by legislation. W s ¢ x REIMBURSABLE EXPENSES 9 The C/ientshall pay the Architectfor all reimbursable expenses plus s G an administrative charge as identified in A15. O a Q L 88 a u a .10 Reimbursable expenses include,but are not limited to, the following v¢ actual expenditures, supported by receipts or invoices,incurred by A � » the Architect, and the Architects consultants in the interest of the OR ' y " Project. n 1 transportation in connection with the Project for authorized ' v i travel,e.g.,for transportation,lodging and meals; Gib ° S v .2 communication and shipping,e.g., for long distance >=3` telephone calls and facsimile messages, courier service, ra .k postage and electronic conveyances; .3 reproduction of Instruments ofServlce,photographs, and other documents,including plotting of computer-generated drawings 3 .4 renderings,models, and mock-ups and web-based project management services,specifically requested by the Client, .5 fees, levies,duties or taxes for permits,licences or approvals a` o from authorities having jurisdiction; o .6 premiums for additional insurance coverage or limits, ° "b including that of professional liability insurance,requested by < 0 = the Client in excess of that normally carried by the Architect e Q and the Architect's consultants. ea s .12 All reimbursable expenses not listed above shall be approved by the di m Clientprior to any expenditure by the Architect. v Ce g W ' Q o g- GC15 SEVERABILITY S o o 9 1 If any provision of this Contract is declared by a court of competent jurisdiction to be invalid, illegal,or unenforceable, such provision ";E2-5"— oo i shall be severed from this Contract and the other provisions shall .n W remain in full force and effect. E ®NSF CONTRACT,Document Six,2002 release date:03 June 2002 Page GC 10 of 10 1 ....................a.F_Y_..........a Schedule of Architect's � 6 v V AG Services 9 gNote:All terms which are defined and which are used throughout this document appear E - 5 in italicized text beginning with a CAPITAL letter. v' � Y Project ' d 'L C EBrian McFarlane Hockey Museum, 2440 King Street West, Bowmanville, Ontario o W y 3 1 6 u C u 3 This schedule must be affixed to the Canadian Standard Form of Contract for Architectural Services Document Six, 2002 as required under its Article A10, Professional Services. The services listed herein are further to the services described aW o in Articles A10, Al2, A13, and A20, as applicable, of the Agreement Form. The highlighted services scheduled are essentially the same as the "basic" E o u architectural services that were included in Document Six, 1997 for the traditional ' o W five phases of a project, the intention of which is the creation of a building, under ? expectations consistent with industry standard construction contracts. ' a Architect's Services for Design/Bid/Build Project Delivery q r2 o e m� The services listed in this document that are highlighted in the same manner as this 3 v v ! sentence,comprise the integrated set of professionally endorsed services applicable to N s=' x a typical five-phase "design/bid/build"method of Project delivery. N C 69 8 FF4 o s � 9 The services described are consistent with industry standard construction contracts ty ¢ N and provincial/territorial regulations governing the practice of architecture. v .6 1 SCHEMATIC DESIGN PHASE o a = a The Architect shall: w � A Architect's Services- Schematic Design Phase, for Design/Bid/Build ' a 0 0 CqCq z Project Delivery � O iii222222 3 ! ' 1 1.1 coordinate services of consultants as applicable, P1.2 review the program of requirements famished by the Client and the characteristics of the site; @ � Fv 1.3 review and comment on the Client's Construction Budget in relation to ' E € the Client's program of requirements; v _ 1.4 review with the Client alternative approaches to the design of the Project and the types of construction contracts; g d L 9 O ® 1.5 review applicable statutes, regulations, codes and by-laws and where necessary review the same with the authorities having jurisdiction; ' ARCHITECTS SERVICES,Document Six,2002 release date:03 June 2002 Page 1 of 5 ' - 1.6 assist the Client to obtain approval of authorities having jurisdiction, F s if applicable; a 1.7 based on the mutually agreed upon program of requirements, v schedule and Construction Budget, prepare for the Client's review and � 5 approval, schematic design documents to illustrate the scale and acharacter of the Project and how the parts of the Project functionally ' relate to each other as listed below; aA � • ro Site plan € • Spatial relationship diagrams C w ' r o • Principal floor plans Building sections r o • Elevations `k 9 ' v • Outline specifications • Site plan approvals 1.8 prepare and submit to the Client a statement of probable Construction ' Cost based on current area or volume unit costs; and " a 1.9 review and obtain Client approval before proceeding to next phase. � C G L a DESIGN DEVELOPMENT PHASE ' TY y& Based on the Client approved schematic design documents and statement of 3 ° probable Construction Cost, the Architect shall: � caU 'v s Architect's Services-Desi Devel w q gn o pment Phase, for ' Design/Bid/Build Project Delivery � U8 ° o 2.1 coordinate services of consultants as applicable, and ' v k 2.2 prepare for the Client's review and approval,design development a ' x documents consisting of drawings and other documents appropriate � v i to the size of the Project, as listed below: ' �� F • Site plan L. 'g ° ' • Plans 6 a 8 2j z • Elevations ' h z i W • Sections W Project Brief detailing area calculations, building systems and outline o specifications to describe the size and character of the entire Project a v including the architectural,structural, mechanical, and electrical 4 9 systems, materials and such other elements as may be appropriate; -a " 2.3 prepare and submit to the Client for approval a revised Construction v a s Cost estimate; ao o 2.4 continue to review applicable statutes, regulations, codes and by-laws € a as the design of the Project is developed; ' °gg ° s 2.5 assist the Client to obtain approval of authorities having jurisdiction, z z w a if applicable; and C " ° 2.6 review and obtain Client approval before proceeding to next phase. i W L C p O E € 3 CONSTRUCTION DOCUMENTS PHASE v m v F 8 $ Based on the Client approved design development documents and the ' ® S statement of probable Construction Cost, the Architect shall: ' ARCHITECTS SERVICES,Document Six,2002 release date:03 June 2002 Page 2 of 5 1 ' Architect's Services- Construction Documents Phase, for x � Design/Bid/Build Project Delivery v ° v ' o 3.1 coordinate services of consultants as applicable, and g e W 3.2 prepare for the Client's review and approval, construction documents b consisting of drawings and specifications setting forth in detail the ' e requirements for the construction of the Project; € 3.3 advise the Client of any adjustments to the statement of probable Construction Cost, including adjustments indicated by changes in ' F requirements and general market conditions; 3.4 pre-qualification of bidders; x3.5 presentation to Council (maximum of 2 presentations); 3.6 obtain instructions from and advise the Client on the preparation of .s a the necessary bidding information, bidding forms, conditions of the o ° g contract and the form of contract between the Client and the Contractor; o�} 3.7 review statutes, regulations, codes and by-laws applicable to the v 4 q G o a design and where necessary review the same with the authorities o having jurisdiction in order that the Client may apply for and obtain ' La .t the consents, approvals, licences and permits necessary for the Project; os &G 3.8 review and obtain Client approval before proceeding to next phase. > ~ z E 4 CONSTRUCTION PROCUREMENT PHASE K 8 K Following the Client's approval of the construction documents and the latest x4 `¢ statement of robable Construction Cost, the Architect shag: a5 � (JUQ �¢ Architect's Services- Construction Procurement Phase, for v I s " r Design/Bid/Build Project Delivery 8 4.1 coordinate services of consultants as applicable, and N X . 4.2 assist and advise the Client in obtaining bids or negotiated proposals; 4.3 prepare and coordinate addenda as applicable; a v 4.4 analyze bids or negotiated proposals; o e . 4.5 assist and advise in awarding of the construction contract a<¢ W A 4.6 preparation of Construction Contracts; and O r z > 4.7 review and obtain Client approval before proceeding to next phase. a W 5 CONSTRUCTION PHASE-CONTRACT ADMINISTRATION raga d 0 -o a During the construction phase -contract administration, the Architect shall: A Architect's Services- Construction Contract Administration Phase, W for Design/Bid/Build Project Delivery s General Review/Field Review Services 5.1 coordinate services of consultants as applicable, and O O 5.2 be a representative of the Client; ARCHITECTS SERVICES,Document Six,2002 release date:03 June 2002 Page 3 of 5 ' a 5.3 advise and consult with the Client; x 5.4 have the authority to act on the Client's behalf to the extent provided E ' a in this Contract and the Contract Documents; 5.5 have access to the Work at all times wherever it is in preparation or 30 � u- a progress; 5.6 forward all instructions from the Client to the Contractor; 5.7 carry out and coordinate as applicable the General Review/Field W Review of the Work; 7 ° 5.8 examine, evaluate and report to the Client upon representative xo e samples of the Work; ' c 5.9 keep the Client informed of the progress and quality of the Work, and o report to the Client defects and deficiencies in the Work observed ' v s during the course of the site reviews; b 2 5.10 in the first instance, interpret the requirements of the Contract e Documents and make findings as to the performance thereunder by both the Client and Contractor; gy 5.11 render interpretations in written and graphic form as may be required with reasonable promptness on the written request of either the 7 " cjE ' G . Client or the Contractor; -S 5.12 render written findings within a reasonable time, on all claims, gv disputes and other matters in question between the Client and the a ' Contractor relating to the execution or performance of the Work or ' x ' the interpretation of the Contract Documents; s 5.13 render interpretations and findings consistent with the intent of and a reasonably inferable from the Contract Documents; showing 8 partiality to neither the Client nor the Contractor; but shall not be y i i liable for the result of any interpretation or finding rendered in good a o faith in such capacity; 5.14 have the authority to reject work which does not conform to the o Contract Documents, and whenever, in the Architect's opinion, it is necessary or advisable for the implementation of the intent of the A� Contract Documents, have the authority to require special inspection 8 V or testing of work, whether or not such work has been fabricated, &r 3 installed or completed; 5.15 review and take other appropriate action with reasonable promptness upon such Contractors submittals as shop drawings, product data, v and samples, for conformance with the general design concept of the W G n Work as provided in the Contract Documents; a e 5.16 prepare change orders and change directives for the Client's approval " 9 and signature in accordance with the Contract Documents; ' a g 5.17 have the authority to order minor adjustments in the Work which are o "s consistent with the intent of the Contract Documents,when these o r o � � do not involve an adjustment in the contract price or an extension of the contract time; w a 5.18 furnish supplemental instructions to the Contractor with reasonable O 9 promptness or in accordance with a schedule for such instructions agreed to by the Architect and the Contractor; E € 5.19 receive from the Contractor and forward to the Client for the Client's e review the written warranties and related documents;. 5.21 prior to the end of the period of one year following the date of A ® W Substantial Performance of the Work, review any defects or deficiencies G which have been observed and reported during that period, and ' ARCHITECTS SERVICES,Document Six,2002 release date:03 June 2002 Page 4 of 5 � notify the Contractor in J those items requiring_+mR the Contractor me ete the Work m accordance with the (4! : Contract. ! ! } � k): cd&k_ of Payment (}} � 1z2a_ine the amounts owing m the Contractor under the Contract . ) � * based on the Architect's observations and evaluation of the ! )/ Contractor's app6on(4 &@@_; ) ! 5.23 } = afimabaym_mh d= oo * mom ) 4 [ t : _of the Contract and the Contractor's Schedule wv of §\: < i : _k performed a products deli ma»therlace¥& W% ±\ : 5.24 determine the date w Substantial Performance 4Work; 4 ) ! • : as verify the validity Jr Contractor's application for final @@_ ») ) i : and issue a certificate e final payment. \§4/ : /4 ) \°° . , \! : : )4 |!) : d t /�$/ : : , -:w, ! : ) 2 : ! } !® , 7 : 5: -0 � � ��/ ) : : ! : )\\ S \ �/ K ® ! ! ! : : ems j ( 7 ] . . .. ARCHITECrS SERVICES,Document Six,_a_ 03__ Page so, vo � Schedule of Client v es R onsibilities a v p � 0 y o � L w ' G ° e Note:All terms which are defined and which are used throughout this document appear e d in italicized text beginning with a CAPITAL letter. aU y r; L Project .€ Brian McFarlane Hockey Museum, 2440 King Street West, Bowmanville, Ontario gV This schedule must be affixed to the Canadian Standard Form of Contract for v v L Architectural Services, Document Six, 2002 as required under article All, Client ? mac F Responsibilities. The responsibilities listed herein are further to the responsibilities listed in General Condition GC 2. n s a °' The Client Responsibilities listed by phase on pages 3.6 below, and highlighted in the ' o W same manner as this sentence, apply to the traditional five phases of a Project that is robdelivered under a typical"design-bid-build"method of Project delive L" 1. INFORMATION TO BE SUPPLIED BY THE CLIENT � m o o The Client shall fumish the information, surveys,reports and services as ' v = set out below, the accuracy and completeness of which the Architect shall Fi be entitled to rely upon and such contracts for the provision of s information, surveys reports and services,whether arranged by the Client or the Architect, shall be considered direct contracts with Client unless g o „ explicitly provided otherwise: N L 3 q q €s .1 Functional Program o € g The Client shall furnish full information regarding the Project's zs requirements, including the Client's objectives, constraints, schedules and m g w W criteria,including: T cY v v ' a a v a • Spatial and functional requirements and relationships; a° " ` " • Flexibility and expandability requirements; o �� � 3 • Special equipment and systems; ° w 3 • Site requirements. U L L v $ o m @ . �f v A ` .2 Site Information e The Client shall furnish information, surveys, reports and services as set a s out below,including: • Leval Site Location including Municipal Address and Legal Description CLIENT RESPONSIBILITIES,Document Six,2002 release date:03 June 2002 Page 1 of 6 ' - • Topographic and Legal Survey describing physical characteristics, legal g r limitations and utility locations for the Project site, and a written legal s g description of the site and adjoining properties as necessary showing the s° v following survey and legal information, as applicable: grades and lines of ob streets, alleys, pavements and adjoining property and structures; adjacent vA drainage; rights of way; restrictions;easements; encroachments; zoning; v v deed restrictions; boundaries and contours of the site; locations, dimensions and data pertaining to existing buildings, other improvements € and trees; and information concerning utility services, both public and s v private, above and below grade, including inverts and depths; G • Geotechnical, Subsurface Investigation and Soils Reports F F o which include but are not limited to test borings, test pits, determination ' of soil bearing values, percolation tests; s • Utility Information o o ° c • Covenants and Restrictions on Property a _ ' • Environmental Audit ' u w a • Toxic and Hazardous Materials Report consisting of a list of and a ° evaluation of Toxic and Hazardous Materials present at the Place of the Work, ground corrosion and resistivity tests, including necessary .L operations for anticipating subsoil conditions, air and water pollution 30 tests, tests for toxic and hazardous substances and materials,with reports ' o v u and appropriate professional recommendations; r Q a g 5 • Municipal Information. ' s $? .3 Services and Reports from Specialist Consultants f;qg ° a o o • Appropriate professional recommendations of specialist consultants when ' e ` required by the Architect: a v • Structural, mechanical, chemical and other laboratory and nvironmental tests, inspections, laboratory and field tests and reports as required by the Architect, the Architect's consultants, the authorities having jurisdiction &; • or the Contract Documents; Inspection&Testing Services Q Y ° w v W .4 Additional information, including: Proposed Project milestone dates (subject to adjustment based on external @ 4 A factors beyond the control of the Architect such as municipal approvals, market conditions etc. as applicable to the Project) Ce o 2. PAYMENT e ¢ ade5 1 O 3 v ' w o n The Client shall pay the Architect as per Articles Al 1, A14-A19, and A20 of v < o the Agreement Form. ' w E E E � g Kzxo w V .......................... CLIENT RESPONSIBILITIES,Document Six,2002 release date:03 June 2002 Page 2 of 6 3. CONSULTANTS "L Further to Article A13, the Client shall engage consultants as follows: C o° ii z W All legal, accounting and insurance counselling services as may be m � � necessary at any time for the Project, including such auditing services as 1 " v the Client may require to verify the Contractor's applications for payment or to ascertain how or for what purpose the Contractor uses the monies F paid by or on behalf of the Client; sgv t a v The Client Responsibilities listed by phase below, apply to the traditional five n ¢ § : phases of a Project that is delivered under a typical"design•bid•build"method of c U m Project delivery, the intention of which is the creation of a building,under y .5 v expectations consistent with industry standard construction contracts. a= r Architects and Clients are strongly advised to seek legal and insurance advice and n a information from the provincial/territorial architectural association before e considering any reduction of or revision to the scope of Client responsibilities a>U5 a listed in this document,and highlighted in the same manner as this paragraph. 4. CLIENT RESPONSIBILITIES BY PROJECT PHASE 3 -O ' Q £ Phase 1 Schematic Design Phase a � F . F « 1 The Client shall provide the Architect with the following: .1 Project'requirements, Client's objectives, constraints, schedules and criteria, including: • Spatial and functional requirements and ' c3 H relationships; G 2 • Flexibility and expandability requirements; s • Special equipment and systems; � ecu � i— S � • Site requirements. a � g „ 8 W .2 Site Information Information, surveys, reports and services as set out E n below, the accuracy and completeness of which the s ? Architect shall be entitled to rely upon and such contracts ° 5 ' for the provision of information, surveys reports and z� w services,whether arranged by the Client or the Architect, 2 A ; shall be considered direct contracts with Client unless ' o K explicitly provided otherwise, including: s 2PI V 3 • Legal Site Location including Municipal Address and o $ s Legal Description ' ! • Topographic and Legal Survey describing physical o r w characteristics, legal limitations and utility locations for 2F E o S the Project site, and a written legal description of the site g 8 and adjoining properties as necessary showing the g = following survey and legal information, as applicable: ogrades and lines of streets, alleys, pavements and adjoi n ing proper a n structur es; adjac ent drainage; CLIENT RESPONSIBILITIES,Document Six,2002 release date:03 June 2002 Page 3 of 6 rights of way; estrictions easements, encroachments; Y� ' ' zoning; deed restrictions;boundaries and contours of the or Y site; locations,dimensions and data pertaining to x existing buildings,other improvements and trees; and c � e m information concerning utility services,both public and m private, above and below grade,including inverts and a b ' depths. • Geotechnical, Subsurface Investigation and Soils Reports v z which include but are not limited to test borings, test o v pits,determination of soil bearing values, percolation ' tests; • Utility Information x v • Covenants and Restrictions on Property ' L K • Environmental Audit t ! • Toxic and Hazardous Materials Report consisting of a list of and evaluation of Toxic and Hazardous Materials present at the Place of the Work, ground corrosion and �P resistivity tests,including necessary operations for ' a = anticipating subsoil conditions, Air and water pollution F � � ° € 4 tests, tests for toxic and hazardous substances and U 'L 3= materials, with reports and appropriate professional °vo a -° recommendations; ' o m Municipal Information .3 Construction Budget (as defined and further to Article A6) 9 ° a .4 Project Budget (as defined and further to Article A5) 8= .5 All legal, accounting and insurance counselling services as ' ap m y Q i v a�, , may be necessary at any time for the Project, including such aoc auditing services as the Client may require to verify the 6 x K Contractor's applications for payment or to ascertain how or W° for what purpose the Contractor uses the monies paid by or ci on behalf of the Client; ' o 8 .6 Structural, mechanical, chemical and other laboratory and g o environmental tests,inspections, laboratory and field tests and reports as requited by the Architect, the Architect's consultants, the authorities having jurisdiction or the 9 e t z Contract Documents; 5 a .7 Instructions pertaining to the anticipated method(s) of o „ r construction procurement,Project delivery, and construction A 4 8 94 -, pricing (further to Articles A7, A8 and A9 of the Contract.); Gv .8 Approval in writing of the schematic design documents; and 9 Authorization in writing to proceed to the Design � � € r Development Phase. 0 0 10 The Client shall obtain approval of authorities having ' °W jurisdiction, as applicable. i V ®.(= W t` ' CLIENT RESPONSIBILITIES,Document Six,2002 release date:03 June 2002 Page 4 of 6 - - Phase 2 Design Development Phase 4 L Based on the approved schematic design documents and statement of vo probable Construction Cost, the Client shall: eA .1 Review and approve in writing the design development documents; ' .2 Obtain approval of authorities having jurisdiction, as applicable; „ 8 .3 Review and approve in writing the revised statement of probable w Construction Cost; and •4 Authorize the Architect in writing to proceed to the Construction aDocuments Phase. Phase 3 Construction Documents Phase o n Based on the approved design development documents and statement of probable Construction Cost, the Client shall: v .1 Review and approve the construction documents consisting of drawings and specifications setting forth in detail the requirements ,t ! for the construction of the Project; .2 Instruct the Architect on the preparation of the necessary bidding ' r information, bidding forms,conditions of the Construction Contract Q a d v and the form of contract between the Client and the Contractor no, applicable to the method of construction procurement; q n F L .3 Apply for and obtain the consents, approvals, licences and permits 8 .s necessary for the Project; o "o h 's v € .4 Approve in writing the construction documents and the latest t i statement of probable Construction Cost; and 3 9 2 .5 Authorize the Architect in writing to proceed to the Construction Procurement Phase. a a = Phase 4 Construction Procurement Phase o � �a Based on the approved construction documents and the latest statement of probable Construction Cost, the Client shall: w a g .1 Obtain bids or negotiated proposals; z v .2 Award Construction Contract(s); and and .3 Authorize the Architect in writing to proceed to the Construction 2 w y _ v v Phase. rayv " a ° .g g r Phase 5 Construction Contract Administration 1 ° � During the construction contract administration phase, the Client shall: ° > � � 0 .1 Respect and comply with regulations pertaining to site safety, ' o E (including but not limited to the Client's obligations as Constructor as defined in the legislation of the Place of the Work); o .2 Issue all instructions to the Contractor via the Architect; 1 8 q 9 t 3 Acknowledge in writing receipt of interpretations and findings ..... rendered by the Architect; CLIENT RESPONSIBILITIES,Document Six,2002 release date:03 June 2002 Page 5 of 6 � » Respect and comply with the Architect's interpretation 4the (}) *m Jr Dmmn_em64�to the Ste, ; , I i and Contractor's @6rma_there m a Render wm m in manure to the Architect s may be )») required with reasonable promptness mom written request Jeith the Architect or s Contractor; 2 ! * Review, approve and sign change orders and change directives in \ \ { accordance with the Contract Documents; and J Review the written warranties and related documents, § }\ ) : @ � f5 / V : 5j : 4 : e /! 4 : /})} 1 @ k : E~! ` : < ƒ !! : : ! lal; « � \ � ` : -0W : � ] \ \ : /\}/} § : ! : CLIENT R ESPONSTBILITIES,__,a_-- 03_2002 Page 6a6 CONTRACT DRAWINGS Brian McFarlane Hockey Museum at the Garnet B. Rickard Recreation Complex Municipality of Clarington Contract No. CL2005-46 OWNER CONTRACTOR E-` co ,��..3c.<<o rJ �.. tzl-� name of owner name of owner WITNESS WITNESS sig to signatur name and title of person signing name and title of person signing signs ure signature signature signature John Mutton, Mayor name and title of person signing name and title of person signing name and title of person signing name and title of person signing SET NO . BRIAN MCFARLANE HOCKEY MUSEUM n.. Leading the Way GARNETT B . RICKARD RECREATION COMPLEX NO. ISSUES DATE BY 1 ISSUED FOR BUILDING PERMIT & TENDER NOV. BBA 244 0 KING ST , WEST BOWMANVILLE ONTARIO OF C MUNICIPALITY X W LIST OF DRAWINGS OBC DATA MATRIX CL 2 0 ARCHITECTURAL MECHANICAL V Z o Al 00 Site Plan M 200 Legend & Details Mechanical ITEM ONTARIO BUILDING CODE DATA MATRIX- PARTS 3 a 9 OBC REFERENCE ITEM ONTARIO BUILDING CODE DATA MATRIX-PART 11-Renovation of Existing Buildings OBC REFERENCE O 01 PROJECT DESCRIPTION: ❑ NEW PART 11 PART 3 ❑ PART 9 Describe Existing Use: ARENA 11.2.1 A101 Enlarged Site Plan Landscape Plan M201 Fire Protection Plan Mechanical 11.1 Existing Building Construction Index: 6 T11.2.1.1A Q 9 I--] ALTERATION 2.1.1 Classification Hazard Index: T 11.2.1.18 CD and Details M 202 Plumbing & Drainage Mechanical ❑ CHANGE OF USE jZf ADDITION 9.10.1.3 Rf Not Applicable(no change of major occupancy) to N �. 02 MAJOROCCUPANCY(S) A3 3.12.1.(1) 9.102 W Z Buildi A201 Overall Ground Floor Key Plan M203 HVAC Mechanical 03 BUILDING AREA(m=) EXISTING 7,701 M2 NEW 465 M2 TOTAL8,166 M2 1.1.3.2 1.1.3.2 11.2 tiontoExisting Basic Renovation: 11.3.3.1 Building is: Extensive Renovation: ❑ 11.3.3.2 � 0 A202 Ground Floor Demolition Plan M204 Roof Plan Mechanical 04 GROSS AREA EXISTING 7,765.6 M2 NEW 465 M2 TOTAL 8,230 M2 1.1.3.2 1.1.3.2 No Renovation: ❑ 05 NUMBER OF STOREYS ABOVE GRADE: 1 BELOW GRADE 0 3.2.1.1 81.1.3.2 2.1.1.3 11.4.2 V 06 HEIGHT OF BUILDING m 12.05 M 2.1.1.3 11.3 Reduction in Structural: ❑No ❑ Yes NO CHANGES MADE 11.4.2.1 A203 Ground Floor P I a n ( ) Performance Level By Increase in Occupant Load: ❑No ❑ Yes 11.4.2.2 ' t ' W 07 NUMBER OF STREETS/ACCESS ROUTES: 3 32.2.10 8 3.2.5.5 By Change of Major Occupancy: ❑No [3 Yes 11.4.2.3 LL A204 Roof Plan and Detail Section of Skylight ELECTRICAL 08 BUILDING CLASSIFICATION:3.2.2.31. 3.2.220-.63 9.10.4 Plumbing: ❑ No ❑ Yes 11.4.2.4 Sewage-system: E3 No ❑ Yes 11.4.2.5 A205 Ground Floor Reflected Ceiling Plan 09 SPRINKLER SYSTEM PROPOSED ENTIRE BUILDING 9.10.4 ❑BASEMENT ONLY 32.2.20-.83 Q 11.4 Compensating �NOT APPLICABLE 11.4.3 A301 Elevations E101 Electrical Site Plan and Legend ❑ IN LIEU OF ROOF RATING 32.1.5 Construction A401 Sections & Elevation E201 Electrical Lighting Layout [3 NOT REQUIRED 3.22.17 Structural: ❑ No ❑ Yes (explain) 11.4.3.2 10 STANDPIPE REQUIRED YES ❑NO 3.2.9 • • A501 Wall Sections and Details E202 Electrical Power and System Layout 11 FIRE ALARM REQUIRED Rf YES [3 NO 32.4 9.10.7.2 12 WATER SERVICE/SUPPLY IS ADEQUATE fif YES ❑NO A502 Wall Sections E301 Electrical Lighting Layout - Demolition 13 HIGH BUILDING ❑ YES EdNO 3.2.6 U 14 PERMITTED CONSTRUCTION E3 COMBUSTIBLE NON-COMBUSTIBLE 32.220-.83 9.10.6 Increase in Occupant Load: ❑ No [3 Yes (explain) 11.4.3.3 ra.� A503 Details E302 Electrical Power System - Demolition ACTUAL CONSTRUCTION ❑COMBUSTIBLE Ef NON-COMBUSTIBLE A601 Plan Details E801 Electrical Single Line Diagram 15 MEZZANINE(S)AREA(m2) EXISTING 64.6 M2 32.1.1.(3}(8) 9.10.4.1 0 16 OCCUPANT LOAD BASED ON ❑ m2/PERSON 12f DESIGN OF BUILDING 3.1.16 9.9.1.3 BARRY* BRYAN A801 Schedules and Details BASEMENT OCCUPANCY LOAD 00 PERSONS 1st FLOOR OCCUPANCY LOAD 2430 PERSONS Change of Major Occupancy: ❑ No [3 Yes (explain) 11.4.3.4 A901 Millwork Plan, Sections and Details E802 Electrical Specification and Details 2nd OCCUPANCY LOAD Oo PERSONS ASSOCIATES �XXX A902 Millwork Sections and Details P00 01 Electric Floor Plan Room 004 3rd FLOOR OCCUPANCY LOAD PERSONS (1991 ) LIMITED — For Reference Only) W ( y) 17 BARRIER-FREE DESIGN YES ❑NO(EXPLAIN) 3.8 9.52 18 HAZARDOUS SUBSTANCES[3 YES �NO 3.3.1.2.(1)8 3.3.1.19.(1) 9.10.1.3 Plumbing: ❑ No [3 Yes (explain) 11.4.3.5 Architects STRUCTURAL 000_01 Electric Ceiling Plan Room 004 19 REQUIRED HORIZONTAL ASSEMBLIES LISTED DESIGN NO.OR 3.2.2.20-.8383.2.1.4 9.10.8 (For Reference Only) FIRE FRR(HOURS) DESCRIPTION(SG-2) 9.10.9 Engineers RESISTANCE FLOORS 1 HOURS EXISTING(NO CHANGE) S101 General Notes and Abbreviations D00_01 Electric & Data (I.T.) Details & Specs RATED(FRR) ROOF 0 HOURS Landscape Architect S102 Typical Details Ref.. 55—Bel-0004-P00 00 MEZZANINE 1 HOURS EXISTING(NO CHANGE) Sewage-system: ❑ No ❑ Yes (explain) 11.4.3.6 FRR OF SUPPORTING LISTED DESIGN NO.OR Project Managers 5201 Foundation Plan and Column Schedule (For Reference Only) MEMBERS XX DESCRIPTION(SG-2) NOT FLOORS 1 HOURS APPLICABLE F 11 Stanley Court Unit 1 S202 Roof Framing Plan and Elevations ROOF HOURS AMMON y S501 Sections MEZZANINE 1 HOURS ' APPLI R No Whitby ntario L1 N 8P9 20 SPATIAL SEPARATION-CONSTRUCTION OF EXTERIOR WALLS 3.2.3 9.10.14 11.5 Alternatives � Yes(give numbers) 11.5.1 Y WALL AREA L.D. L/H PERMITTED PROPOSED FRR LISTED COMB. COMB.CONST. NOW Proposed Proposed OF EBF (m) or H/L MAX.%OF %OF (Hours) DESIGN OR CONST. NON-COMB COMB. NOT APPLICABLE Tel: (905) 666-5252 (m2) OPENINGS DESCRIPTION CLADDING CONST. Fax: (905) 666-5256 SOUTH > 0% 11.6 Alternative [3 Yes(explain) 11.5.2 Measures e-mail: bba @bba-archeng.com EAST > 0% Proposed Ed NOT APPLICABLE WEST > 0% v`p ASS ARCHITECTURAL: STRUCTURAL: MECHANICAL: ELECTRICAL: ° rl_ ' z BARRY BRYAN ASSOCIATES (1991 ) LTD. BARRY BRYAN ASSOCIATES (1991 ) LTD. LEIPCIGER KAMINKER MITELMAN LEIPCIGER KAMINKER MITELMAN �►�tdls .AN LI L. F 11 STANLEY COURT UNIT 1 11 STANLEY CORT, UNIT 1 AND PARTNERS INC. AND PARTNERS INC. �� WHITBY, ONTARIO WHITBY, ONTARIO 235 LESMILL ROAD 235 LESMILL ROAD DON MILLS, ONTARIO, M313 2V1 DON MILLS, ONTARIO, M313 2V1 PROJECT NO. 04103 NOVEMBER 2, 2005 i __-_-_._.- -- - - - --- - ----- --_ -- CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 0 PLAN SHOWING TOPOGRAPHICAL DETAIL ro OF PART OF LOT 15, CONCESSION 1 , TOWNSHIP OF DARLINGTON, now in the Leading the Way MUNICIPALITY OF CLARINGTON REGIONAL MUNICIPALITY OF DURHAM NO. ISSUES DATE BY SCALE - 1 : 400 1 ISSUED FOR BUILDING PERMIT do TENDER NOV' BBA N ONTARIO LAND SURVEYORS SURVEY BY BROWN do COGGAN LTD., DUR. REG. POLICE 1 DIVISION STREET, SUITE W. BOWMANVILLE (905) 623-7251 , / ASPHALT SURVEY DATED: AUGUST 15, 1997 - FILE NO. 1970713 BRICK BUILDING BENCH MARK I f ELEVATIONS SHOWN HEREON ARE REFERRED TO A CUT CROSS ON TOP OF THE CONCRETE BASE FOR THE DURHAM REGIONAL POLICE SIGN APPROXIMATELY 12m NORTH OF THE NORTH EAST CORNER OF THE SUBJECT PROPERTY AND HAVING A GEODETIC , • SIGN ELEVATION OF 115.58m. %�//' ASPHAL T NOTE _ UNDERGROUND HYDRO, UNDERGROUND TELEPHONE AND GAS MAIN WERE v LOCATED AND MARKED BY THE APPROPRIATE UTILITY TECHNICIAN. �3 • W V. FIRE I x COMMUNICATIONS HYD WATERMAIN LOCATION ALONG REGIONAL ROAD 57 IS DERMM FROM INFORMATION UTILITY SUPPLIED BY DURHAM REGION AND IS APPROXIMATE ONLY. TOWER MANHOLE N71'26'00"E GAB1ON wAtc 132.80 �tjPOLE TELEPHONE PEDESTA I • GRASS CABLE TV PEDESTAL I LEGEND h • FIRE HYD. R. 120.94 EXISTING GRADE 120.60 ,20.56 x _ C.B. 11.83!'9- ----1-N:08 ' x 1i'6:68- 11 35 PROPOSED GRADE BASEBALL DIAMOND RIM 120'75 ORA!/EL Na x EX. GRAVEL ,2o.s6 T-' ' x 119.50 / / �p� a Ex F-- 3% DIRECTION do PERCENT SLOPE C E>OD a DIRECTIONAL ARROW FOR TRAFFIC 6 116 0� • /F`.�'`5`.� � REM 15 (TO BE PAINTED ON ASPHALT) c°CAI H 119.90 116.0 11 .50 t / ; t 20 2 20.67 IN 120.2 BA Z.J 2 T. UNDERGROUN STORM 16.53 NC. CUR yyq�R I EXIST. FEATURE TO BE REMOVED /, /' J r�// 120.10 x 119.86 119.38 116.75 ROB VALVE EXIST. TREE TO BE REMOVED CATCH r' / / / // 117. 0 CATCH O FOR RELOCATION BASIN 11; / �/ f j t os BASIN /` / LD. LIGHT DUTY ' ,� ':;' % SIGN BASE O H.D. HEAVY DUTY 120.87 / NEW CATCH BASIN MANHOLE / / 120. 119.70 x 1 t .50 117.55 Q V O C.$M.H. ■ NEW CATCH BASIN C.B. D.I.C.B. NEW DITCH INLET CATCH BASIN M EXIST. CATCH BASIN , I� CATCH � /; BASIN �j�,/ ',� �, 0 ,19.45 x RIM 117.10 J p fWW S/DEI� �/ 1 • NEW SUBDRAINAGE PIPE ALK ! � � ,�r/ � 119so d (100mm DIA. PERFORATED) "N SEE DETAIL 1/A101 FOR I DETAIL AT FOUNDATION WALL 116.72 118.00 E E f 118.00 WA E / 118.72 VALV °o Q ' / 11920 x x FIRe H RANT Eyy,4LK " /, 116.48 � O • 3 /' /// /: / , 118.45 x C.B. 118.20 I RIM 117. 0 I I Q Gu>�R CATCH Q • BASIN 38 j k4 / /i R / ii / ` / ;1" / ,r1// I Lk CONCRETE ND RD 40 � � ,'/ ,/ EXI ,P., / / 120.87 ' �� 120. 118.98 118. 0 118.40 V 119.70 LE O ,i 8L W i 120. 119.49 ATC 40 / / / / i/ i /' 119.85 118. I DROP . 11 80 �. 7120.20 120.15 CURB Q • �/i� f / /;/ � � � STADARD 120.90 120.30 / 21.00 -- 1.00 PLANTING BED 1 010 O 95 I r ,- •/ - 1s. 118. GRASS I / / / HONE 1 9.00 I LOT �` ,` � I ;f / ' / /1 zi I� / .� � �� � � 20. t 19.5s EX. ASPHALT PARKING 39 ` ' / / , J" ( //�/ / O> 119.83 x � EX I 121 15 ,f DROP 119.85 I1 . ND D 121_ - 12 4020 119. x O q ,20. „9.10 � O121. 119.79 DAR V CON R - I� ` V = MANHOLE J�0 p. 119.36 11930 x• REVISIONS DATE BY x119.15 120 B5 P•Q'P� 1 .20 I 15 120 - W i LT Fl E .� / Q GRASS RIM C.B. .00 15 SP W 120. -q 19 '/ M `riO.y T DF 1 119.00 118.84 ^ O • 'rl x120 o R k •1 V A101 x e.ss . o �G ° I c NC cu B G 121.00 121.00x x / 0.80 120.53 - RE. NT . 2 /� r CATCH 120.60 �• / 120.65 �50mm/ SWALE •-�--� 120.90 120.85 x 20.85 BASIN x 121.00 121.00 x 2o -,. O yO PEA PROJECT: 120.7 x x x 120.67 x � / � J� :P��% 119. x,20.70 C. ,9 ,20.85 ,20.65 -�s /, SNRll . `� C��� � BRIAN MCFARLANE pGE 121.15 x121 00 f'f , 9.20 � BASIN 120.75 - / HOCKEY MUSEUM x • 12 - Q • 21.10 t o ` _ � ' 1zo.64 CURB 81: GUT1ER12o.90. 12120.95 �� 120.70 120.77 ' h � GARNETT B. RICKARD ARENA EXIST. co►,w. WALr1 1 0.s S c r ES �. x P0� 2440 KING ST. W., BOWMANVILLE C� CATCH ,20. 0 0.70 121.01 C B 8L GRASS �. 119. BASIN b x 1 .86 ! ■ ! TC 1 ! ! �!!I�li4! = 9.80 / V I I � 121. 0 121 10 120.65 120.85 120. 0 1 0. x CUB 120.34 �FF.s �G� �RO LIGHT 1 1'20 CONC•DROP QSTANDARD x tx1Re 120.75 MUNICIPALITY OF CLARINGTON f ;' 120.50 x 120.65 120.80 120.56 120.80 i v � GRASS 120. , .� x 20 120.66 x 120.44 12o.4s 9. ' . �ry � 120.90Foti DRAWING: x 11 IRE ° Z �If!" RIM C.B.*.10 120 120. 8 120.58 ATE R VALVE J 07 CAL•IV c+o 1 1.10 x PFD yc� 121 „ . 7 1 .04 120 72 '" 120.90 4r ,20.76 TELE STAN + SITE PLAN • PED -- 120.64 1 x x 120 70 121.07 x x 120.82 PA 121.00 _/ 30'48 " V 120 1 22 120.92 x 120.84 C�lUT►L11Y N6�57 3'D E PO s�,oT SODDED °' 120.60 / 61.0 WATER VALVEa� -f • WATrER�/N. 0. 1 .98 12 60 12 x 121.04 P 0 30"E HYDRANT yO cry 121. 120.93 120.48 S N64• O�CN �pEWALK I c,Q 120.78 120.70 x 1 5 CR \ GR C I� CO _ 120.60 ! STppIpARD C 0� G OF ... 'Q ,MAIN 1 1.33 CONCRETE CATCH STq DARD BASIN GUTTER VO __r SRO CONCRETE . . NO .0 Z�4�` �aL •- N6� Q LIGHT BARRY-BRYAN DESIGN BY: DA.� Q STANDARD ASSOCIATES AMM SIGN o GuY POLE .�K (1991) LIMITED DRAWN BY: x p PA TZ AMM • FIRE - Architects LIGHT v__�STA DAR 52.74 CONCRETE HYDRANT O UGHT A OLE STANDARD Engineers CHECKED BY: ugnK: • " Landscape Architect WW OO E CRETE N65 � MANHOLE CON Project Managers DATE: CONCRETE UGHTO No#STANDARD v 11 Stanley Court,Unit 1 OCT.21,2005 - yaH;�� / W hitby Ontario L1 N 8P9 SCALE Tel: (905)666-5252 1.,� Dt CATCH S STANDARD BASIN Fax. (905)666-5256 LIGHT GU>�R - / v e-m�l:bba@bba-archeng.com FILE: CONCRE>E THE PROJECT NO: DRAWING NO: /SL•1No '� 04103 A100 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. Leading the Wray NO. ISSUES DATE BY Jr ISSUED FOR BUILDING PERMIT dt TENDER NOV' BEW _J FFF \ I I I i 11 I 1� I + '� r ---- -- —I I I -- -- -- -----! �� \ \ \I /X,/� / i I + + \ I II I I V + � REMOVE LMIING PIMTT TERW, + + i \1��'"'//`J'/'' RACE GRANULAR BASE D POURS I-- - -- - -- -- --�---- �- -- - -- -- -L�--- -�- -- -- - - 1��� L \1 I// �i� EFt �� ' k k / \\\I /ice "" CONCRETE WALK TO MA H EXISTING I PAVI I 1 \ I/ r 1 - + + ExLS(gdG BIKE RACKS T17 BE ROdOVED I I I I ANTS I I I I y _- ��/11\� �i/11\` AND RELOCATED AS BY OWNER I I I l LOCO OFl I I \ �/ I + + I , / \ EXISTING NCRETE WALK U I I I \ / i t i l I TO BE P FOR i I I 1 I I I I DURATION CONSTRUCTION JL + A�I I I I I I �+ 0 I I I J TO BE PROTECTED FOR ONI I I /T _ L_ \ I NEW 1 I IKON CONSTRUCTION ROUND CRETE NEW 100 CONCRETE SLAB ON 200 COMPACTED GRANULAR 'A' BASE —— /J I 1 I \ I EE) I IS (MATCH GRADE OF E�OST.) -- I I OR A110 F ---- - I I I rl -- -- -- ---- -- -r -- -- -1-1 I I I I - -- -- I RECESSED PAVERS SALVAGED I I I I I / LINE PAINT!k FROM DEMOLITION.ON Cl I L - --� I I I G )\ L— ----_� I /y I SURFI / I I MID 1500m L— ———— � I STEEL TR0 — I �L —— —— N FOU ON I / I I FINISH IN51DE ?00 I ,— -- J_r -- I I Alll ��—C' —� I LINE rJEX. READ I I I I 1 : g' ' n +4 z d I I I I I I I I I +I I �� // REMOVE EXISTING PLANT TERIAL, ' d I I I I I I I I f •'' MULCH AND TOPSOIL EXTENT SHOWN. I I I ► I I I ► I I I I / Y \ \ ( RACE GRANULAR ERASE D POUR CONCRETE WALK TO MA EXISTING THICKEN SLAB —4— —— —— —————— —— -+— —— I-— —— —— —— —— — — —-I —— —�- -'— + I#� / _'�� I REUSE EXISTING SALV BRICK PAVERS 0 RECESSED PAVERS I I I I I I I I i t i + EDGE + + I -�\ , , — ( 4 DETAIL + ./ I r _ -'M- +I 1 + \ II i/ I A101 1:10 I + I I + + I I + .I. I + I+ I + + 1 + --F T-- ----- - - -- `, L + + I + / + + I I 1 ——J10 2819 I PRUNE OUT'ALL BROKEN, DISEASED OR WEAK 610 — / 2 I NORMAL SHRUB SHAPE.SHRUB PRUNE SO AS 1D LEAVE —— 85� AS LITMI.E STUBS AS POSSIBLE \''� %�/ 4 A1a1 I EXISTING PLANTING 1T) RI WM TRIPLE MIX I MONOLITHIC CONCRETE Al — — — — — TAMP AND WATER 0 ELIMINATE POCKETS L — — — — — — — — — — — — — — — — — — — — — — AND THOROUGHLY WATER AFTER PLANTING, POUR CONCRETE WALK 65 BEEARBERRY PLANTS LIGHT STANDARDS 100mm DEPTH SHREDDED BARK MULCH. TO FACE OF ADDITION (ARCTOSTAPHYLOS UVA RSI) SAWCUT AND REMOVE G ( GOOD BRICK BOND & PROVIDE CONTINUOUSLY MULCHED BEDS. �f AND REINSTALL BRICK 15cm POTTED CONCRETE TO EXTENT AND MAINTAIN ORIGINAL GRADE OF SHRUB BASE. BAND TO MATCH EXISTING. PROTECT SURFACE FOR RATION CAL. OF 4 SLOPE SURFACE TO DRAIN EXISTING SLAB REMOVAL. OF CONSTRUCTION. ) SURROUND PLANTS WITH LANDSCAPE FABRIC AND PROVIDE MAX. 150mm AS F=ARM ON SITE 1 890 TO INHIBIT WEED GROWTH. STEP AT DOOR TV. 4803 EX AREA N E)(15i1NG AND TO FOR DURATION OF CMMTD _= NO. REVISIONS DATE BY I-II�- � _ 1111=i111= - - - I-11111-1111 - III-11111-1I I-11111-1I -1 II II -1I 11-111- 50mm DEPTH TOPSOIL BASE COMPACTED TO I j PREVENT SEMMENT REMOVE BURLAP FROM TOP THIRD OF BALL IF PLANT 15 POTTED, REMM COWMER AND i ° SCARIFY ROOT BAIL PRIOR TO SETTING IN ° ° ° RARE Roar TnANTING. SPREAD OUT ROOTS OVER PROJECT: COMPACTED TOPSOIL BASE AND BACKFILL WITH �;� �YTAND CAREFULLY SOIL BRIAN McFARLANE i SHRUB. THOROUGHLY WATER UPON COMPLE110N. HOCKEY MUSEUM GARNETT B. RICKARD ARENA 2440 KING ST. W., BOWMANVILLE ° 3 SHRUB PLANTING DETAIL ° �01 1:20 MUNICIPALITY OF CLARINGTON JI ° I \ DRAWING: ° ° ENLARGED SITE PLAN, O L '� L N 20 POURED LANDSCAPE PLAN .d• .. � ' AND DETAILS REVEAL LIE •'�' • �, . ••_19 FINISHED GRADE ON 10D THK S�'` q; CONCRETE SIDEWALK. EXTEND WALK TO EXTENT o •4 •• �: INDICATED ON PLAN. MATCH i ,: ' :. .;:.. ..; :: .'. ;•.: ' FINISH, LOCATION OF CONTROL _ AND EXPANSION JOINTS AND '; BRICK BANDS. Q, ti �� LIC 44 d.• 382 II- l C `A. I / V� \/� a BARRY-BRYAN DESIGN BY. 0W 0011=1. / — ASSOCIATES vvw Li pa00 0 0 0 ° °°o gr°p°�°° "o PROMDE SLAB TF�IING ° (1991) LIMITED DRAWN BY: x ctnwP�IE °o°io o "o a p°a o o��°o`V so AT BRICK BAND LOCATION. Architects AMM oo � ��-pp �0 tf��°°o 0 o a ;�°° bo 89C.0 (SEE DWG. 4/A10o.) o ° Engineers CHECKED BY: N� / Op a00°0 0 ootf c��o g°Ov Oo o 9Cs ,o p o �Op o°o °o Landscape Architect �1I/Vy I Project Managers DATE: TRIPLE MIX 2-15M REHAR 200mm GRANULAR 'A' 815E 11 Stance Court,Unit 1 PLANTING SOE TOP AND BOTTOM ON COMPACTED SUBGRADE Y OCT.2: 2005 Whitby Ontario L7 N 8P9 SCALE: Tel: (905)666-5252 AS NOTED Ut i Fax: (905)666-5256 emd:bba@bba-archeng.com FILE: Cla PROJECT NO: DRAWING NO: I 2 CONCRETE BENCH DETAIL rT� ENLARGED SITE PLAN 04103 A101 A101 1:10 A101 1:75 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. I \ ~� 0 EXIST. RESURFACER Leading the Way Fvi ! j NO. ISSUES DATE BY EXIST. j EXIST. EXIST. STORAGE 1 ISSUED FOR BUILDING PERMIT do TENDER NOV.2/2005 BBA AIDS SHOP EXIST. MECH. RM.2 !Ii 1 REFREREE EXIST. H I CORRIDOR I EXIST. STORAGE SHOWER ( 1 SHOWER EXIST. EXIST. ! r RE EFE E ! f I STORAGE ® H ! EXIST. SHOWER j I DRESS NO.6 EXIST. I 1 STORAGE ; ! DREXIST. ESSING ! ROOM I i STORAGE EXIST. ` ! EXIST. STORAGE DRESS NO.5 ! ! H ! STORTAGE EXIST. STORAGE EXIST. cn j SHOWER LA DRESSING ROOM ( j! r / EXIST. STORAGE (n SHOWER r EXIST. g ! STORAGE ° SHOWER E ' EXIST. j DRESS NO.4 PENAI TY ' EXIST.. EXIST. I E j DRESSING EXIST. ROOM EXIST. r RINK # 1 TIME MEDIA RINK # 2 ! EXIST. STORAGE STORAGEEN i DRS PENA ®ES NO.3 Fx f ' l V) EXIST. i FEXIST.T GE g DRESSING (n 4 a ROOM r � I SHOWER EXIST. g j i STORAGE a1 SHOWER � � SHOWER o H I EXIST. SHOWER (I I ! STORAGE E E EXIST. EXIST. DRESS NO.2 DRESSING ! EXIST. STORAGE ROOM 1 ' EXIST. I EXIST. STORAG STORAGE ® H t DRESS NO.1 j EXIST. f j STORAGE EXIST. ! I ! DRESSING f j f ROOM SHOWER EXIST, STORAGE SHOWE j I ! EXIST. I II EOSTING FIRST EXIST. SIAMESE FC AID STORAGE EXIST. I CONNECTION TORAGE i I � ; EXIST. EXIST. I� STO E EXIST. CORRIDOR II j STORAGE i XIST. EXIST. EXIST. ANAGE OFFICE STORAGE EXIST. FFICE f f JAN. I ; t I EXIST. I ! VIEWING a 13 EXIST. ! I f DRAG ST. EXIST. MECH. y ORAG EXIST. SKATER'S EXI . REFRIGERATION CONCOURSE J . ff If I VEST. F_ —— r �� �, f 1000 OOdO 0000 " EXISTD ;� I ( EXIST. EXIST. EXIST. W MEN OIXIST. �� r! (! I I ! WOMEN MEN EXIST. LOBBY RECEIVING NO. REVISIONS DATE BY \I 1/ CONCESSION '® Cs t EXIST. ® C> OFFICE W, ® ( (> EXIST I . l ii K TICH.ENETTE .. I � .. .. .. . . ..�� ■..�..�.. J �� ;1 C> Ca EXIST. EXIST. SERVERYS SERVERYS ` r OFFICE EXIST. ELECT. ■ I ! EXIST. 1PiKLL OF ME �� ■ STAFF '" �/ '' �, t` �Q I ! �CZRIDOR O_ EXIST. .G LOBBY EXIST. ■ i r a ■ ! --`"� ��( =j ' 1 ROOM PURPOSE r ! ' ' ! OFFICE '�"I�f �l I � � i 1 PROJECT: BRIAN McFARLANE MEETING mwm S&H A= TO HOCKEY MUSEUM ' BUR DWG AT ALL TIMES ■ DURING CONSTRUCTION. GARNETT B. RICKARD ARENA ■ MULTI—PURPOSE I I I ��`'— 2440 KING ST. W., BOWMANVILLE ROOM ! o ■ EXIST. JAN --------- r__ ! MUNICIPALITY OF CLARINGTON I 66 H C EXIST. ■ i. __— - DRAWING: EXIST. MULTI—PURPOSE WOMEN EXIST. ROOM Z.. CORRIDOR UCTION OVERALL GROUND _----- , ® 9 1 ACCESS r FLOOR KEY PLAN 1 EXIST. 1` MEN iEXIST. 1 MULTI—PURPOSE ROOM ' 1 / t I � 2130 / or � `j am A210113 AR, 1-1, EXIST. i ——————————————————— I ❑ DfNNIS L. YA KITCHEN I � ,I'°•.,,, 387 2 EXIST. I BARRY-BRYAN DESIGN BY: DO 0DWWL �__--- STORAGE ASSOCIATES WW AREA OWp SAFE EGRESS TO CONSTRUCTION / / (1991) LIMITED DRAWN BY: x cDUPLEM �L I G TAT ALL VIES HOARDING LIMIT / Architects CM/NN / Engineers CHECKED BY: NIvL: Landscape Architect CM/WW 1 Project Managers DATE: 11 Stanley Court,Unit 1 AUG.2005 f -- / Whitby Ontario L1 N BP9 SCALE: Tel: (905)886-5252 1:200 DI I ►� �__._� __.�=r_——_—'�. it f I / \ \ Fax: (905)666-5256 = ' emd: bba@bba-archeng.com 04103 A201.DWG PROJECT NO: DRAWING NO: 04103 A201 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. '121m i DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED 71 AND SEALED BY THE CONSULTANT. I I I I I I I EXIST. CORRIDOR j j cla I I EXIST. CONCESSION Leading the Way I I I I NO. ISSUES DATE BY a � Ca . I 1 ISSUED FOR BUILDING PERMIT & TENDER Nom' BOA 22 I I ❑ o o o EXIST. LOBBY 005,., I I I I EXIST. WOMEN'S o EXIST. MEN'S EXIST. TICKET WASHROOM WASHROOM I I - I I I I I I a � ao ao . I i I I s I I I I � EXTENT OF SLAB SAWCUT AND REMOVAL. TO INSTALL NEW I I MECHANICAL PIPES. NEW SLAB TO MATCH DaSTING. EXIST. COORDINATE EXACT LOCATION HALL OF FAME 11 EXIST. VESTIBULE I I WITH MECH. CORRIDOR LIMrr OF FULL HE IGHT 3 5 ti 13 5 5 HOAWNG. 5 I I 12 I I n ---- -------------- ------------------- --- iJ ----------- ----- --------- -- -------- -------- -------- ----=---�'---------{�----------- s; --------------- ----------�-------- ---------- III H II I =-__=_ CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE ❑ EXTERIOR WALL TYPES COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED st ai. UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. -_-- ------------ 76 HORIZONTAL INSULATED PREFINISHED DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ! I W1 I ��� PANELS FASTENED TO AND SEALED BY THE CONSULTANT. I g 132GYPSUM BOSTEEL STUDS 400 O.C. —J I �-------------- I ! ! I O VEArI(.pL PREFlN. METAL SIDING TYPE 1 ON 102 HORIZONTAL GALVANIZED Z GIRTS O 600 O.C. C4 75 RIGID INSULATION BEIWEEINN GIRTS 17' 133EEXTERI R SFffATHING ON Coco 0 Leading the v�'ey 92 STEEL STUDS AT 400 O.C. 13 GYPSUM BOARD I I NO. ISSUES DATE BY \ I I I O :>.;•,�:.�-� 150 CAST-M PLACE CONCRETE (LIGHT SAND BLASI) CONT. AIR/ VAPOUR BARRIER NOV. EXIST. CORRIDOR 75 RIGID INSULATION 1 ISSUED FOR BUILDING PERMIT do TENDER 2 2005 BBA 1 I 10 AIR SPACE EXTENT of CARPET \ / EXIST. CONCESSION 152 STEEL STUDS AT 400 O.C. REMOVAL BY OWNER ( I I Y _ 13 GYPSUM BOARD ! r ! I I I I\ / �� � EXIST. LOBBY INTERIOR PARTITION TYPES a ° a 13 GYPSUM BOARD ON BOTH SIDES OF EXISTING IN(CORRIDOR AND WILL E fT0 BE O � 92 STEEL STUDS O 400 O.C. REMOVED TI E>� EXIST. WOMEN'S EXIST. MEN'S _ WASHROOM a ° WASHROOM EXIST. TICKET �S 92 STEEL MSN� BOTH SIDES OF / \ i SOUND ATTENUATION BATTS BETWEEN 1/ \I ° ° ° ------------------- --- ----- P2 16 TYPE 7(' GYPSUM BOARD ON BOTH SIDES OF «� w 92 STEEL_ STUDS O 400 O.C. NO. ULC W407 ( RE DESIGN ) � 16 TYPE 'X' GYPSUM( BOARD 13 PLYWOOD EXTENT OF SLAB _S_A T`ANO REMOVAL PROTECT ALL�IALL�FAME' EXTENT OF CARPET / 92 STEEL STUDS O 400 O.C. I I TO INSTALL NEW MET2iAtMICAI PIPES _ �PLAOUES;TROPHIES dt DISPLAYS REMOVAL BY OWNER 1 �-�©°-n i-- , ��` 16 TYPE Y GYPSUM BOARD NEW SLAB TO MATCH EXISTING. FTROM DAMAGE DURING �. 1 '; ��L__�, a r.��, I SOUND ATTENUATION BAITS �1WEEN I I I I COORDINATE EXI4LT LOCATION � � � A401 i /��'� "�� �i i� rr p � , (FIRE pESIGNULC ! WITH MECH. CO�tRIDOR I I \ I INSTALL ELECTRICAL FOR DOOR ' ' © \" L_ _J �`�,, �. f1 EXIST. VESTIBULE ON 10 OPERATOR UNDER MILLWORK .NET I 17 �° ���\\ \ I P3 j 6 TYPE 'X' GYPSUM BOARD 0 \ I 15 , 64 SHAFTWALL STEEL STUDS O 400 O.C. i I I ASO _ A601 (COORD. ALL ELECT. WORK WITH A�601 ,y< . 1 25 GYPSUM BOARD HI 18 LINER I I I \ I I MILLWORK TRADE) N DO (FIRE DESIGN N0. WHI 187) r I W • ( 1 \ P4 190 CONCRETE BLOCK -- ' I w INFO. COUNTER _ i i DISPLAY I o 003 Q , I - 001 — 13 GYPSUM BOARD -- ---- — — — ,. — — I m — — P5 — — -17 -71 _�_� — i \ I 92 SIEEl. STUDS O 400 O.C. El- !; I i DO R.� 1 it j) P2a • DO I' I Ii ll - OFFlCE !` 49(j ,I 5228 © /r �2 \a� P6 13 GYPSUM BOARD PLYWOOD 1! 4 ! 5 0, , 12 f �_° " �\ ( 92 STEEL STUDS O 400 O.C. c/v ® !! ;' ; i 6 GIFT SHOP , ' ;' SOUND ATTENUATION BAITS BETWEEN 1501 ;! I CONC: CARPET A902 A�1 , I i 13 i i �' 13 GYPSUM BOARD t 003 F== d !; !! ^ II !! it I I —— P7 13 GYPSUM BOARD ON BOTH SIDES OF PIS t !I vs 1 1 1 - O 152 STEEL STUDS 0 400 O.C. %r P4 !! _ _ MOBILE MOBILE $ ' -- 9 6 — ^ SOUND ATTENUATION BAITS BETWEEN 2176 1 L 1396 t ------- —_—__— I — P3 - �=__-=- �-------_�_- -J DISPLAY DISPLAY ^ � I i AS01 _ 1 ---- EXIST. I I ------ ---- — MULTI—PURPOSE --------- —— __�__ -STO- 1481 1500 1500 ROOM O ►i 11 !! P20 !! N I 3 010 CARPET C. - II p7 2 P3 NOTES: 617 C §AD 1 I! n 8 12 !! II s I n i i i + oROL 1. UNLESS OTHERWISE NOTED. ALL PARRTIONS TO TERMINATE AT ' + + AI301 AW1 UNDERSIDE OF ROOF STRUCTURE ABOVE to !; . DISPLAY i i i i ao i !! ® TOP /900 . ... --- --- _ ___________ _ 3 T^____________ __ I DO p5 UNE N (, W.R. 2 II I' DENOTE WALLS AND II P2a II B it N i{ 13 GYPSUM BID. I® A802 PIS III II ! I` DOORS RWD. TO BE i Ii - P SYMBOLS LEGEND 64 STEEL 'I !j I 735 I 1 HOUR RATED. 6847 002 W3 BELOW P1 WALL/ PARTITION TYPE I P3 ° III !! ! I ! DO I ci LOCKER ROOM NAME/ NUMBER PIS 11 !) M I I I! 2 - It o ' 2500 1 it w II ii 2 DOOR NUMBER Ys$ �► p(I$'�, EXIST CONC. II II GEODETIC ELEVATION a METRES AT MULTI—PURPOSE 4970 11 ii II 1' r.u_; ROOM z _-- __-__ __-___-____- ________ _- __ _____________ _ _ - 35.95 TOP OF FLOOR ELEVAl10N � U �_ (SEE ALSO STRUCi. DWGS.) i{ 11 I FEC (gE DETAIL NUMBER p5 Ny S►M. SHEET NUMBER r !I ) 2 wi A401 I II I! $ QoW 2 BUILDING/ WALL SECTION OR ELEVATION NUMBER SHEET NUMBER 3 A902 I II II II 3296 II I NO. REVISIONS DATE BY P4 I I B I II !! ru, � _ _ I WORKSHOP I �-, _ - ------ -- ----- -� _____________ U; I _ _____------ ---------_— _ — t 007 I `? ; SFC SIAMESE FIRE HOSE CONNECTION ! P3 P6 II II ! EXHIBIT AREA (SEE ALSO MECH. DYYGS.) 5 - - - - - I it II 004 ,� = ELEGTRICAAL P� Lam. ! II II ! II it tl 2 ( ) 'r FAQ SEE ALSO ELL7CT.�pWGS.)PANEL ! II II +! 11 11 m FEC FIRE EXTINGUISHER CABINET ■E M■M 11 ■■ ■E N■■ L RECESSED FLOOR JUNCTION (SEE ALSO MECH. DTIIGS.) I' PROJECT: II II BOXES do BURIED CONDUTIS. II 1 q 8 c Ps P2a !I II !! REFER TO ELECT. NO I !! l! c3 N AUTOMATIC DOOR OPENER BUTTON I 2234 1 197 II II !! 11 �! � � �Do (� ,,,� �. �.) BRIAN M cFARLAN ►! __________________ . ~ NFHL3 HOCKEY MUSEUM .. __ —___——_———_ T �� ;� o �- NON FRIG HOSE BIBB GARNETT B. RICKARD ARENA fil- 2440 KING ST. W., BOWMANVILLE O ' IT/m. ' !1 0 11 II ji II 7 !1 - _ ; 3 - cX�r - it �► ll I, A601 ,r "S0' A502 Pz 0 I ;I P2 k� , j �" I MUNICIPALITY OF CLARINGTON EXIST CONC. t it STORAM t 11 II li ii 2650 DRAWING: 009 it 3308 II 3206 !! 3232 Ii 3538 ! I i EXIST_ ® O {I MULTI PURPOSE ROOM 11 - __ 1 GROUND FLOOR PLAN P1 W3 I III it it 11 A502 2352 II it ! I! m I! i — Q r S BELO II it I: ,i �c?'• 1j/ - il O ASSD`� P5 ^' -- _ _--- - ARC T Z A801 l\ III 2 II _-_-- - _ n �--- B0.oW 8 I.I. �1tiC:R a — —-- — _ _ P3 Wt SIMI AS01 i 3872 ,.•'` _ ® AW1 ! l — _ 4 I 72,E I BARRY- BRYAN DESIGN BY: Ow U _ W1 A502 ASSOCIATES ww �M. L 610 ; (1991) LIMITED DRAWN BY: x �+ ! Architects CM/NIV/LMQ 25 1010 I 851 I I FIRE SEPARATION LEGEND Engineers CHECKED BY: Landscape Architect CMNU 1 WALLS O Fl Project Managers DATE: 3406 1 HR. FORE SEPARATION O 11 A�1 I 1 HR. FIRE RESIS`rMT DOORS RATING 45 MIN. F.R.R. Whitby Stanley Court,Unit` AUG.2005 1 I + 905�66Cr5252 P9 1 50 DI 6822 (To INTERSECTION GRIDS D do 8) 1378 290 3M 9100 email:bba@bba-w�ng.com Fax: (905)666-5256 FILE: D E PROJECT NO: DRAWING NO: 04103 A203 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED 3 UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. M01 ROOF TYPES LEGEND DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. R1 TYPICAL ROOF CONS FULLY ADHERED SINGLE PLY MEMBRANE ROOFING TAPERED INSULATION AS INDICATED ON PLANS 2 LAYERS 50 RIGID INSULATION ROOF VAPOUR RETARDER 5 CAREFULLY REMOVE EXIST. ROOF STEEL DENS ROOF DECK MEMBRANE AND RIGID INSULATION TO ROOF ACCESS EXTEM SHOWN TO PERFORM NEW WORK. 1 Leading the Way 400 EX. RD REINSTALL RIGID INSULATION, PATCH, 401 ® REPAIR AND MAKE GOOD ROOF MEMBRANE. "7 rr r �rrrrrrrrr 7�r�rrrrr I rTr r r T 7 T7r s7,rTr rte/�mr�77� rTrrrrrr/j�r��rr�rrrrr/r�i^T��� rrr ��,r,r;Trr „r;T,r-rrr���;��T-rr,rrr�!-, .;;T;r,T;>;;;r;;;7;7;,�,,T%T;,;;;r;n,��,�;r SYMBOLS&NOTATION LEGEND NO. ISSUES DATE BY J•r TrJ;X 77 r'r"rT rrrrr�TJ7�7-r '7'TTrr���"�T"1"�7�7 T T CD . / / . .� / / / . / / , , / ! ..// /�:.///. / . .'/ /. ...// / . :. ///,//:.; !!//.////!/:/.i!i�/!//.,,/:.:.!./r!///.////// /;..�./r.///. /;/;.!„/.i�//t 1 ISSUED FOR BUILDING PERMIT do TENDER BBA / / / ' ' /.. // /, /�/ //!! //., /.//,/•/ /.,./ /. /. / : CD R1 ROOF TYPE REFER TO LEGEND 2 2005 iii'i!'iri ii'riiii/ '/,,//i/� /ri//i;'i%i!i'/ii'/� !i��///// /'/i !/ //:/i/;'i //. ////i/i/;'i /./////// ir:'i'/!////!/'/i/;/i,//!///// -/ 'i,!i'r!/////i/ 'i;'r,//!/// 'i, �r/!///// / 'i,!i/i.////// '/ /i;/i ///// '/ 'i!ij/!/////i.r /i,"'i/ /////i/ 'i,"'i // .'/i/;'i!/!// / .///,•/'/!///!/.///,-�r/!/f/////,!;/,r .///////// �"/, r — O /\ ABOVE & 7rL4.) LU 444444 ROOF DATUM ROOF DATUM (UNDERSIDE OF --- ----------- ------------------------------- -- - --- ------------------------------- ------------------------------ ------- --------------- ----- ---------------- ------------------------------ ----------------------------- :: ;;�;;""/j STEEL ROOF DECK + 0 — — — — ° 7200 O 1074 --- _____ +000 ! 4 O HIGHIST ELEVATION) O + SPOT ELEVATION OF UNDERSIDE x' c j +100 OF ROOF DECK RELATIVE TD HIDDEN LANE DENOTES I :,;"::;; ;.a 0 NEW SKYLI 0 4 N 5 610x610 CONCRETE S EXPANSION JOINT ROOF DATUM /,, ''• ,” ❑ ROOF PAVERS C/W LEVELING PADS X /�,'�:.,, Q H.L. HIGH LINE 887 EXHAL ST FAN C/W 1 INSULATED CURB /'•'''///r LL. LAW LINE (SEE MECH DWGS.) / !� °i INSULATED DUCT % INDICATE DIRECTION OF ROOF u BOTTOM (REFER M MECH.) / —`� DRAINAGE (MIN. 2% SLOPE) OF TRIER //, //j••/% ---------------- __- ` rt- - ' INDICATES AREA OF ROOF WITH N t TAPERED INSULATION (MIN. 2% SLOPE) RD HVAC UNIT' C/W � 04 3 EDGE OF EXISTING PARAPET 2 O I —1074 — — \ INSULATED CURB (SEE MECH DWGS �� i / X01 \\ I . .) I 1 =000.00 TOP OF WOOD, SiEEEt.. OR CONCRETE BLOCK A (REFER TO SECTION DETAILS) I 1 6227 600n600x64 THICK PRECAST CONCRETE I I �❑ ROOF PAVERS C/W SETTING PADS 1 I I I 5� —200 1 i 2 g N RD O R.D O 1 ROOF DRAIN 7 1 1 1 I 1 I O I —1074 RD ROOF SCREEN I r7 2974 2974 2974 2974 g n 1% ¢LOPE BOTTOM I / OF u� I I � ROOF SCREEN NEW Sim HT 9 2 ROOF A502 �� � 12082 I M01 887 +000 +000 RD O —1074 x HATCH DENOTES EXTENT 5 — — — — OF TAPERED INSULATION (MIN. 2% SLOPE) 2 I 11502 N cc W G G 6 R1 DATUM —1074 I R005 000 RD O + —200 5z D(FIAM FAN C/W Z 4 3 INSULATED CURB (SEE MECH DINGS.) N X502 I I I Co 1% E BOTTOM OF I UA NEW SKYLK ROOF g 1 NO. REVISIONS DATE BY 1 I o A205 I n A502 887 $ +000 N HI LINE DENOTES + ---- — EXP N JOINT _-- - ----- ICE do WATER SHIELD RD — _ MEMBRANE SEALED AT SEMI RIGID O I I = I GLAZING FRAME INSULATION 100 ACAULK PROJECT: LAND �.� FT-0-00-1 - - _ - U -- - 0- ' 6 _ D�`"L // BRIAN McFARLANE I--- - =56 I I �'�� // HOCKEY MUSEUM 1230 °z� // \ PREFIN AtNI SLOPED GLAZING GARNETT B. RICKARD ARENA �ONr MULLIONS C/N CONXNSATION 2440 KING ST. W., BOWMANVILLE s TRACK AND DOUBLE GLAZED LAMINATED TEMPERED GLASS 1 MUNICIPALITY OF CLARINGTON I I I A401 I �. coNr. 290 3400 9100 6822 (YO INTERSECTION GRIDS D Ak 8) 1378 AND BACKER ROD 38 SEMI RIGID INSULATION DRAWING A B C D E PREFIN METAL EXISTING ADDITION UNDER METAL FLASHING LAPPEDfl' 'I ``\'��� U ROOF PLAN AND R,4:� `•�� •�, PREFIN. METAL FLASHING ROOFING DETAIL SECTION OF P.T. WOOD CANT: 38x89 P.T. WOOD NATTER CARRY NEW ROOF `` � SKYLIGHT MEMBRANE FLASHING UP 13 EXT. GRADE PLYWOOD M TOP EDGE OF PARAPET 38 SEMI RIND INSULATION / �\0 A.SS00, GLAZING BRAT�ts'A MUWONS BEYOND`� `� CONT. 38x38 P.T. WOOD NAILER '9A ` OF 2 x P / PREFIN. METAL FLASHING / Q T. 38x184 �� WOOD CURB ALL AR Z CHf 5 AROUND OPENING // CUT AND REINSTALL PREFIN. METAL ROOFING C/W NEW DENNIS L. B Y GALV. SHEET METAL / FINE CLOSURES LICENCE 0 3872 AT ED FRAME ' d ICE AND WATER SHIELD AND PL MEMBRANE LAPPED INTO SEALED DMKING }8 AT GLAZING FRAME 51RUCT. STT El `�\ BARRY-BRYAN DESIGN BY: a CONTROL FRAMING. REINSTALL ASSOCIATES VVVV EXET SIM STUDS, �� (1991) LIMITED DRAWN BY: x BATT INSULATION, Architects CM/NIV VAPOUR BARRIER AND PLYWOOD ROOF DECK Engineers CHECKED BY: IlunK Landscape Architect CM/WW NEW 13 GYPSUM BOARD O AREAS \ Project Managers DATE: AFFECTED BY SKYLIGHT OPENING. � 11 Stanley Court,Unit 1 AUG.2005 PAINT NEW CEILING WORK TO MATCH EXISTING �- ` Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1:50 DI �01 DETAIL SECTION O F SKYLIGHT Fax: (905)666-5256 1:5 a Inal1: bba@bba-archeng.com FILE: A204 DWG PROJECT NO: DRAWING NO: i 04103 A204 CHECK AND VERIFY ALL DIMENSIONS AT THE SiTE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE O WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 0 0 0 0 0 0 O O Leading the Way ❑ NO. ISSUES DATE BY P :• �: ;,,.,- ,Y 1 ISSUED FOR BUILDING PERMIT do TENDER NOV. BBA EXISTING ACOUSTIC CEILING TILES 3 EXISTING ACOU STIC TRACK FOR REMOVE AND RELOCATE CDUNG TILES SECURITY GRILLI EXIST. DIFFLOER ' 2 (^ ^T LEGEND NMI El _ -�--- „ it I II '! —f`'✓ u li •�'-'-'•� ACOUSi1C CEILING l 49Q II Ij RQIONE DOSE. CEILING TILE. 'I — LIGHT FIXTURES AND ELECTRICAL _ REMOVE EXIST. CEILING TILE. iTEMS AS REQUIRED TO PERFORM i I II LIGHT FIXTURES AND ELECTRICAL 1 r N NEN WORK TYPE 1 !! '` II — .. . —— — Q. Y :�, ITEMS AS REQUIRED TD PERFORM I I tr ! 1— EXISTIN Q:•• NEW WORK f EXIST. O O 2750 -------------------------M------------------_ 1 Rio ------------ [ trtuln-PURPOSE IL . . . .. �• .. . . .. . ROOM it is !! —I GIFT SHOP :� ® I p M1~: GYPSUM BOARD 1 2400.; I I —!j a . X 4 FUIORFSCENT ----- ----- ------------ LIGHT FIXTURE I. (SEE ELECT: ) II i i II i i p Ij •' - ( •.}' '' DINGS. FLUORESCENT Q `4 ELECT DWGS.) _ __ I II ACK TRACK LIGHTS (SEE ELECT. DWGS.) "••i: ' 006 it II I I ! . .. . . , .TRACK•' - O O POT LIGHTS (SEE ELECT. DWGS.) C 1� 610 X 610 DIFFUSER . r�- :t B . , I !! II �I II 38b11` :,• .. (I II I �• •'..' •j (SEE MECH. DWGS.) .. . . ... li II i i 11 If it II . -}• _ -!I- - - - - �— - Ii— - - - - - - - - - - - - j - - - - - - - RETURN AI/EXHAUST AIR GRILLE ----- ------------------------ -- 3 l II I T-- - - -- - ------------ ----*r------ iI (SEE . T)YIIGS.) ----- -"-' ----------------------- ----- ----- ------- -- ---- =----- ��� II !I i rF- (SEE� CEILING OR WALL MOUN ED 1 I s 1!( 1G� ( EXiT SIGN WTH DIRECTION ELECT. DINGS.) EX EMERGENCY LIGHTING MULTi—PURPOSE !i !I I I If !; ROOM (SEE ELECT. DINGS.) - - - - - - - - - - L--- I - - - - - - - - - - - - - - I ' II ® _______________ ________—;__� __ _ _� _____—________ ___ =� _==__== =_ _—_ ♦ S�tINTQFR HEAD `r- `� LTH I _ If 11 ; ; !! I (SEE MECH. DWGS.) ALL EXPOSED!I DUC ROOF DECK, CONDUIT, 11 i i (I (I If 1( STRUCTURAL SiEFL TO RECEIVE !! I I I f !l I I II PAINT FINISH I I I I m � II I I I !I I I II iI i i II EXHIBIT AREA If if 3296 II iI I! 004 I II I EXPOSED I! SiEEL BEAM ABOVE !i I , t; WORKSHOP 0 !I II ; i II II II i i 11 If i NO. REVISIONS DATE BY N it it II !I ! ll CEILING JUNCTN W' OWSJ ABOVE kill BOXES AND OE. T DINGS. 1! CMS) II I 1 — !j PROJECT: Dam EXPOSED - - - - YULTT—PURPOS if ON II �O g BRIAN McFARLANE 320 322 3&M p sroR � pill HOCKEY MUSEUM CI ' GARNETT B. RICKARD ARENA P �___ — _____ _ __________ - ____ ______—� 2440 KING ST. W., BOWMANVILLE I I ?i II p I Ii it ;1 MUNICIPALITY OF CLARINGTON II II I! i! ;• _ DRAWING: -- - — - GROUND FLOOR I REFLECTED CEILING PLAN 0 Assoc, 8 'LP OF / O I I I I A HiT S Z NIS L. RY LICENCI �3 1 3872 290 3400 9100 L 6822 (TO INTERSECTION GRIDS D dt 8) 1378 BARRY-BRYAN DESIGN BY. L KD ASSOCIATES ww A g C E (1991) LIMITED DRAWN BY. x comnErF.: Architects LMGUNIV Engineers CHECKED BY: WMAU Landscape Architect CSM/VVW Project Managers DATE: 11 Stanley Court,Unit 1 AUG.2005 Whitby Ontario L1 N BP9 SCALE: Tel: (905)666-5252 1:50 Di Fax: (905)666-5256 "WI:bba@bba-ercheng.com FILE: 04103 A205.DWG PROJECT NO: DRAWING NO: 04103 A205 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE A D COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 1392 3841 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. I I I I I N m I 1'no R. Leading the N ay I I I I NO. ISSUES DATE BY _ _ 5200 U/S OF ROOF DECK (HP.) M — — — — — — — 1101 965 — S — — — — — 1 ISSUED FOR BUILDING PERMIT & TENDER 2 2005 BBA 964 °f g 1624 629 I I I 2544 2472 �'` +s' �.y41 3618 I I I I 1677 412 c 310 io I I N N ry � yp� ',F a N N �Rl ONp Oa � � N ^ � I I o I I 0000 FINISHED GROUND FLOOR I 3 SOUTH ELEVATION SKATE LINES DETAIL I ! 0� 1:50 � I " i I I ` I 1 I ' EXISTING EDGE OF 1 I BUILDING BEYOND I 1 i I � II I EXTERIOR FINISH LEGEND I I I � ! A I I , O INSULATED METAL PANEL 1 � I O VERTICAL PRE FINISHED _ I METAL CLADDING COLOR-1 I O VERTICAL PRE FINISHED I i METAL CLADDING COLOR-2 I A j C D C PRE FINISHED METAL _____,____._—. FLASHING I I i l i O PAINTED CONCRETE i , ; f j I 3 ? I ? HVAC UNTf BEHIND! ! ROOF SCREEN 2 I 4 1 I HDPE BANDS 1 1 I A501 A�2 i 31 ; " ; � I � O (COLOUR TO BE DETERMINED) SIM. ' ! i I HORIZONTAL PRE FINISHED ! ---- ---------- ---------------- -- -------.— — — _..---...—.—.— _ — -- I _._.__._ — -- — ___._. _.. ._ I 3 s _—_-.. _—..._.._--.--._----.-.I -- CORRUGATED METAL SIDING I I —_— —?T-7"Tlrt. I i i ! t "� t � E " I. " i — -- -- _.._.....__.._� — — �_...---.__-. _..._-_ , PRE FINISHED ALUMINUM I H ------- �I rk=�= G ----- ------ -�t- ---. ._. - ... —._._.._.. ......_.._.__. 1 i _.._______—..._. .---.--------.___-._ _ .....-------....____ _.......— —.----.._.._ _—_.. CHANNEL SKATE LINES — EXISTING CUDDIN BEYOND _..J- —__ _. —_ _— I I i i i i I � ` i -- — I I , i 3 ( j i I 1 C 1230 O (COLOUR TO BE DETERMINED) I ——— _—_ {F--I j 3200 U/S OF ROOF DECK (H.P.) i - _ _ ---_----_--- - -� ---�_----- _ ---_---- : ------- - - - - - - - - I - EXISTING WINDOW BEYOND I I ; I ; I i ! i 11 .. � ' i " I I 1 I 'EXISTING CUL)DING: BEYOND — DECORATIVE SKATE LINES. 1 I'. j i i " I I " 11 ! I I ! i t i I = I REFER TO DETAIL 3/301 f I 1 i i i i i kf I ( 1 1 i 1� i ` ; i I E i � j i s i m � ! � I i~—j I j i i� I Ii �I I� S � I O I I 6 I � I I' �� II l A�01 - _ I I — i LACATE 1ST SCREW 0 50mm FROM _., `' _ , ' ti i -___� I �. ; I .� i �^ NO. REVISIONS DATE BY O TYPICAL -_:_. : �`. I = I / I I I i _ I EXISTING WINDON! I ;--- -- -;- ' E>aSi1NGK EXISTING DOOR 3 i 1 ���+�. -- - ! WALL �� I; Ij I: t . i� t \ I I A801 IV601 I \ , � � it ; i � ii (� i \ " DDDD GROUND EXISTING ADDITION I ' SOUTH ELEVATION B A F C G G C D E A E i � 1:50 PROJECT: I - ----T�----------------------------------------------------------------------------------------------------------- BRIAN McFARLANE ------ ------ ———————————————— HOCKEY MUSEUM 7 6 5 4 3 2 � GARNETT B. RICKARD ARENA 2440 KING ST. W., BOWMANVILLE - — I 1 I 2 I I 1 ROOF SCREEN I I 3 HVAC UNIT BEHIND i — H ROOF ACCESS LADDER _ — --� A501 A501 A501 AW1 MUNICIPALITY OF CLARINGTON SK __. __._..� -- ----- -- - __ — DRAWL NG EXIs ING I ___ _._—.—.. ...----—....-- =fir:-- CONCRErE Bloat =�= —I—��-- �i._ _ � ___---------___---�----.._.__ � ; . : ,.�. :���---�T�_- =-_---_--..______=-=_-__-->�, ---_'-_._-�___�_-�- � �._________......_.._.__- ELEVATIONS --- 3200 U/S OF ROOF DECK (H.P.) — — — / — _ _ _ _ _ _ _ _ ......... .T �..! 66 i EXISTING SLOPED :.:.. ..... N ' --- / �n __------ — f—PETAL ROOF ........... .. 1 -----------...__.- I -._._..._..- --- �; I I I I I �__ I t I ASSp I O .. r 1 , `' I I I _-.-..- i _--_ J` _ — i I i _ 1Y I . O I I I A C ITE l Z :...'.'. A801 -- — _ I i .. ----— - -- -� __ __._.—_ : :. 321 BR I I LICENCE o i N 1 . . • ,,,��!•� ........ .. m ,�� --____ �_ "' 1 3572 ,• I� �, ' A$01 A801 ? BARRY• BRYAN DESIGN BY: a ASSOCIATES VVW —..... --_._._.--._.__._...._—_ ... _._._._....._._--------- j co►ralFrE 1 ! YhNDCgN LNG EXR cu�1 i GL03 ! ` (1991) LIMITED DRAWN BY: x f I I I ' ' CM/NIV Architects Y _ _._ _j � ......_... _— �I. + i Engineers CHECKED B wIRW: �" , ! i �I± I LandscapeArchite CM/iNW 5 ' Project Managers DATE: 4 i ...... ....... -------_...._ _ --- — — -------- i I:.:;.:' I'•• I I 11 Stanley Court,Unit 1 AUG.2005 I i As01 _.._ .__._._._— _ .__........—_----- ---- -- .... ---.....—..__ _ ._.___ �.-----._ — I A�01 Whitby Ontario L1 N fiPS SCALE I' 1 " I i ; I I 0000 FOdISHED GROUND FLOOR � — ,^ — — Tel: (905)666-5252 1:50 Dt Fax: (905)666-5256 2 EAST ELEVATION email: bbe @bbaarcheng.wm FILE: EXISTING ADDITION 1 oatosASOt.DWG C C D A E C E D F C A E B1 I p130� 1:50 PROJECT NO: DRAWING NO: i 04103 A301 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. D C B A Leading the Way C B F ROOF SCREEN BEYOND WAC UNRffETO�CHED 5 I i ADDITION EXISTING NO. ISSUES DATE BY l�'02 TOP OF ROOF SCREEN _ 6800 — — 1 ISSUED FOR BUILDING PERMIT do TENDER NOV. BBA _._. _._.- _ _.—..- -----......._.._.._---... — - ._....._.._..-- ..___._._...__� --- ROOF ACCESS LADDER :--_...- - _ ._..._.. ... ._.. _._...._.. .__........._......__....___._.__... --...._.._..___....__7]. ._..._-.._.._..._ _.......__.._..__.._.._........._ -- -:- _.._......_. .__......._._ .._-..._..... __..._ ._._......_..__._....__._._.__..- - -__.. U/S OF ROOF DECK (H.P.) 5200 5200 U/S OF ROOF DECK (H.P.) _ TOP OF EXIST ROOF 8 N r U/S OF EXIST. ROOF DECK —� U/S OF EXIST. ROOF DECK _ 3 NORTH ELEVATION A401 1:50 A B EXISTING ADDITION 9 � 1 ROOF SCREEN I ANN If502 I I HvAC tAdIT BEMt� A502 SIML _ ■.�■■�.. .. .. _ .. _ TOP of ROOF _ ......_......._._......_ _.. ------ _._...--.��r �� _ —__ .._....................... .......... _._...._._._ :-- --- -- f 4- __�_...._._ T---_ _ I ■ I I I ■ U/S OF ROOF DECK (H.P.) 5200 ■' — —r— — — 5200 U/S OF ROOF DECK (H.P.)_ ■ ` U/S OF . ROOF DECK_ 4000 u/S of EXTST. ROOF DECK ■ I ` I I ■ I - ■ I ■ I — — ME0H. DUCT . I • I i t l I BEYOND-P I I I f I ■ � I _ _ ■ I \ I ' EXIST. II I MULTI—PURPOSE ROOM II I I �fD�IOP // i ---.. _.---- _� __..— : I ■ FINWED GROUND FLOOR 0000 i I I I __ _ _—___—_ - _ roo-004"'IN FiNISHEU GROUND FLOOR _ ' I I I — _ ■ ■ ■ i l I ` L__I__J ' ii ■ ■ ■ ■ ■ 2 BUILDING SECTION f A401 1:50 NO. REVISIONS DATE BY i 1 2 3 4 5 6 EXISTING DDITION 9 4 5 I I ROOF SCREEN I A501 I I I I A502 11501 I ■ I ■ _ PROJECT: ■ BRIAN McFARLANE HOCKEY MUSEUM I I U/S OF ROOF DECK (H.P.) 5200 5200 U/S OF ROOF DECK (H.P.) ■ — —� — � GARNETT B. RICKARD ARENA ' I ' 2440 KING ST. W., BOWMANVILLE ■ I ■ ■ mn i I I �� � � I!I I I I I _ U/S OF _. ROOF DECK_ u/s of Exisr: RooF DECK_ _ ' . . .. I i MUNICIPALITY OF CLARINGTON i . I • I I I III : .:.: :. . : :: :: :.: . .. f : DRAWING: • ' I I MEW. DUCE I I ' I ' s SECTIONS & ELEVATION GIFT I I I ' -� I I ► 1 1 ; I I i SHOP I I I l . I ■' :, i ': I III I ® I I i ' I ' ��O ASSpC� Ii II ■ I : .: I ■ OF O PRRIDOR XIST. I I EXHIBIT AREA III .: ..... i I :.. ARC TE T Z — I I I ® I I ; I • FINISHED GROUND FLOOR J�-J L. OR mj ■ I ► I I ■ FINISHED GROUND FLOOR — LICENCE ■ ■ � � ` tea,, • I I I I ' ' 115 ' I I f ■ BARRY-BRYAN DESIGN BY: a L I ( ASSOCIATES ww (1991) LIMITED DRAWN BY: x C0� ■ ■ ' ' Architects CSM/NIV ■ ■ Engineers CHECKED BY: Landscape Architect CSM/VVW Project Managers DATE: 11 Stanley Court,Unit 1 AUG.2005 Whitby Ontario L1 N 6P9 SCALE: BUILDING SECTION Tel: (905)666-5252 1:50 p1 A40 1:50 Fax: (905)666-5256 etrrail:bba @bba-ar<:heng.com FILE: 04103 A401.DWG PROJECT NO: DRAWING NO: 04103 A401 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. _ ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE IJIP ROOF MEMBRANE i 8 - - - i p I= _ = p _ - COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED 181 CONT. T�REFTN. ALUM, D _ UPON REQUEST. REPRODUCTION C DRAWINGS IN PART ID WHOLE D — — — — _ WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. OVER PARAPET WALL COUNTER FLASHING FULLY SEAL THE TOP OF I I — — — I I — — W2 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED 13 EXT. GRADE P L Y W O O D CONT. 1908 ALL VERTICAL MULLIONS TO - - - -CONT. PREVINT ANY WATER P.T. WOOD BLOCKING CON _ — — — AND SEALED BY THE CONSULTANT.200 DIA, NEOPRENE PREFN. METAL FLASHING I LEAKAGE I I I I - - I I I- - - - - GASKET BETWEEN HOPE C/W CLIPS AND DRIP EDGE 13 EXT. GRADE PLYWOOD CONT. ALUM. TERMINATION CONT. SEALANT I I I - - - � I- - - I -2i8 - AND METAL PANELS BAR ANCHORED CONT. SEALANT - ---- TO MULLION SECURELY j 1 I - - - W1 BACKER PANEL PANTED. - - - - - SELF ADHESIVE FLEX. - I --= SEAL FLDL MEMBRANE MEMBRANE SEALED AT I I I - - - I - - - - - CONT. 38x184 P 7. WOOD 1 - 0 WALL PANELS ROOF MEMBRANE SEALED I , CURTAIN WALL FRAME BLOCKING ANCHORED TO AT HORIZONTAL MULLION --- HSS COLUMN I I 275 - - - - !-STw3 I � - - BEYOND PANTED I - - - I SPANDREL GLASS c/w FASTENERS SUNK ALUMINUM Leading the Way ALLOW FOR DEFLECTION CONL 36x89 P.T. I U/S OF MULLION 5635 _ _ _ 13 EXr. GRADE PLYWOOD I - - OF BEAMS 0 TOP PANEL WOOD BLOCKING I _- -_ - _- - B W PA1 i 1- - - PANE SHEET METAL B� :: � _ = FINISH OF HOPE BEYOND PANTED PANEL AND 100 SEMI­-RIGID- - CONNECTION I INSULATION. REFER TO _ - R1 SELF ADHESIVE FLEX I - - PREFlN. METAL FLASHING _-J _ _ _ I I I 1 - - - 1 1 -_ -_ -_ WINDOW ELEVATIONS. NO. ISSUES DATE BY ROOF VAPOUR RETARDER I I = - C/W CLIPS _ - - -_ I I I - - - 1- - - 1 I - - AS SHOWN ON EX'TERIORE NOV. I 92 STEEL STUDS O _ _ - - - I - - 400 O.C. SECURED CONT. SFJALANT - - - 1 I I - - I I- - - I- _ _ ELEVATIONS. TO STEEL ANGLES. _ _ _ I I I - - - �[]YLBRANE F1 ASH NGL 1 - - - 1 ISSUED FOR BUILDING PERMIT do TENDER 2 2005 BBA ROOF MEMBRANE 1 - - - 75 SPRAYED INSULATION I I - - - I I I- - - PRLFIN. ALUM. CURiaN I- - - CONT' � ANGLE 13 IX. GRADE PLYWOOD _ _ _ ENE ROOF PARAPET BETWEEN STUDS. I I I I _ _ - I - - = 92 STEEL.. STUDS O 400 O.C. I - - BEYOND I f I - - STARTER STRIP SECURED BACKER ROD � WALL FRAMING 38x69 WOOD BLOCKING C BAIT INSULATION I I - TO STUDS c/w GASKET I Ni, , LT_ 3809 sip. �" _ = 391 . DAMP PROOF I I - - I_ _ _ SELF ADHESIVE FtDC 11 DETAIL O F PUCKS BETWEEN 27 CONT. CONC. SLAB ON GRADE --- - - MEMBRANE SEALED TO A501 1.5 - FILL VOID WITH COURSE I - - PREFlN. METAL FLASHING Rl - - - (REFER TO STRUCT.) CURTAN WALL U/S OF DECK (H.P.) 5200 I I - - - BAIT INSULATION I I '„[' ": :'i' : : C/W CUPS do DRIP EDGE F1tAME CONC. SLAB ON GRADE I(REFER TO STRUCL) I :::'`:°f:j; "; `:::: _ FIN. GROUND FLOOR 0000 FIN. GROUND FLOOR - - - SELF ADHESIVE AIR/VAPOUR I I I I I I I I I I I I - - I ° . I I ° 1 I ° - t_�:PREFIN. j I I - - - d l d ROOF VAPOUR - - BARRIER SEALED AT META. d 1. I I I ° d v I I<. d d METAL FLASHING 275 - - - RETARDER - - - - - - PANELS. o ° ° I I v 1 1 .d v FILL VOID WITH SPRAYED 'd d ° I I v d ° C/W CLIPS $ DRIP EDGE I I I I I I I I I I I I I I I Ri I R - - - d d d I I d I I d FOAW INSUUTiON d I I d 165 - - 25 DUl NEOPRENE GASKET W1 J_ 1J_ .LJ ____-_' _� - --- - - - °' I I v I' I a v I I ° ° FINISH GRADE (REFER I BETWEEN ALUMINUM MID I 275 - - SIM. u I f I ° FlNISfI GRADE (REFER v I ° TO SLTE PLaV) I I - - - METAL PANELS /S OF DECK (H.P.) 5200 - ° I I ° TO SITE PLAN _ I I I NTFR SUNK ALUMINUM M MATCH MOULDED JOINT FILLER - I 1 PREMOUL.DED JOINT FILLER dl I I I I - - FINISH OAF CHANNELS. CONT STEEL ANGLE - _ - CONT. STEEL ANGLE ____1 L- -- _ - -_ - d d 1 L ----_ -i L^_ - d d I I I -_ -_ - F_ _ SELF ADHESIVE FLEX. - - - ------- ----- _---_ ------ - \ PAINTED MN I 1 I I - - MEMBRANE ALL PEEL GALV. SHEET META. VAPOUR "ER � �VAPOURB�PIRIER - � � � I I I - - - 38x13x3 THICK CURVED CURTAIN - - - - v � - d ° 1v BEYOND ALUMINUM CHANNELS AS CONCREIE- - - - - BACKER PANEL PAINTED. �1------------- .-d----d—=-a FOUNDATION WALL ------ - ---- -° ---d OUN�DAI1oN WALL I I I - OWSJ I - - _ a ° POURED CONCRETE I SOWN EXTERIOR PANTED -_ - - - 100 SEMI-RIGID INSULATION I - - - - - ELEVATIONS. FINISH TO BE d . d i I i CLEAR ANOD®, POLISHED. 501 RIGID INSULATION 50)RIGID INSULATION - v - OWSJ — — -- 1 :d v I •d STEEL BEAM 4 PAINTED CONT. - STEEL BEAM - 275- - - PAM r6-'NN PARAPET DETAIL � CURTAIN WALL @ ROOF $ WALL BASE DETAIL s CURTAIN WALL SILL 10 DETAIL @ SKATE LINES �01 1:5 �1 1:5 �01 1:5 �01 1:5 �1 1:5 D I I 1 I I r A501 1 ..■...F..�.... I 662 I 662 6 I I 1 5 CID A503 SIM. /1501 ■ ■ .■ .. .. ' 1 L_ L R1 R1 = ■ R1 ■ === _- =_ OF ROOF DECK H.P. „ ,, , „, , - --_ ■ - 5200 U/S - ( ) - -- U S OF ROOF DECK (H.P. 5200 5200 U/S OF ROOF DECK (H.P.) __ - - S OF DECK H.P 5200 - / - -- -- _ ■ U S OF ROOF DECK HP. =__ - __ __ -- U/S ■ 5200 - c ■ __ �g ' U/S METAL DECK i -_ [@ i PAINTED METAL DECK - __ ■ __ ' PAINTED PANTED ■ I - ■ 1 - '' CONT. STEEL CHANNEL _= COW. STEEL CHANNEL _ ■■ Low __ .. PONIED =- •• •• PAINTED = ` _-_ ■• = W2 -- W2.. .. Cm STEEL BEAM . -- - -- CONT. STEEL BEAM _ som I � I =-- ' � -_ $ �— __ ---� 1 PAINTED s _ 1 PANTED L■. .I. .. I 1 1 1 9 _ I ( 9 ■ _ I Tf—1 ■ DOSTTNG PARAPET WALL I i ' CAREFULLY REMOVE OWSJ PANTED I I = OWSJ PAINTED ; I __° ' A502 OWSJ PAINTED ' III I To EXTENT SHOWN To ' nEXTENT SHOWN To PERFORM NEW WORK PERFORM NEW WORK I I = _ I AND Mao: GOOD ALL AND MAKE GOOD ALL DAMAGE SURFACE III DAMAGE SURFACE DECK I I = CONT. STEEL BEAM ■ I '°° ■ CONT. STEEL BEAM 4000 U/S OF EXISL - r 4000 U S OF CONT. Sim BEAM PAINTED I =__ PAINTED ■ ■ CAREFULLY REMOVE CONT. I I = ROOF DECK ■ s ■ ROOF ; . CAREFULLY REMOVE 1 _ EXLSi1NG ROOF EXI511NG ROOF _ INSULATIOFI TO EXTENT 1 r , MEMBRANE tk RK;I�D SHOWN TO PERFORM NEW - INSULATION HOWN TO PERFORM NEW WORK AND I I = ( ___ 1200 (N15) WORK AND REINSTALL 1200 (NT5) RIGID ITt l I�IONN AND I I - ■ I RIGID INSULATION AND ROOF MEMBRANE I ROOF MEMBRANE 2 1 2 1 A= SIM A5p3 I I - - _ .. .. NO. REVISIONS DATE BY I I I i I I -=_ ■ ■ -= ■ D05i MASONRY WALL EXIST. MASONRY Wes' I I - Lumimmoo6moomm PANTED PAN1ID. ..I I I IL" ' I I ' HSS COLUMN BEYOND HSS COLUMN BEYOND PAINTED PAINTED Los.. •• SPRINKLER DELUGE I I I I DOUBLE GIA� G ON I 1 1 REFER TO MECH. DINGS. I I CURTAN WALL FRAME PROJECT: I I o I I I I EXHIBIT AREA EXHIBIT AREA I I I ExHIetT A ; EXIST. EMIW AREA OR ST. BRIAN McFARLANE EXHOT AREA ORRIDOR ® HOCKEY MUSEUM D A503 i i N 1 1 GARNETT B. RICKARD ARENA 1 I 1 1 I- I-- -- i I 2440 KING ST. W., BOWMANVILLE ALUM. WINDOW FRAME I I I (REFER TO SCHEDULE) c/w LAMINATED GLAZING I I I ■ j j =_ I I I I 1 MUNICIPALITY OF CLARINGTON 23 11 - 4 I I 6 DRAWING: ■ I I = a ■ ___ A501 -■ .■ I 1 NEW PUN. SILL 1 � ; WALL SECTIONS I -- • I - ■ CONC SLAB ON AND DETAILS ON GRADE ■ I I CONC. SLAB ON GRADE ' I =-_ ` CONC. SLAB ON GRADE ' I (REFER TO UCT( DE ' ■ I (REFER TO ON STRIICT) CONC. SLAB ' I i ' (REFER TO STiRUCI) ' 1 I =__ ( (REFER TO STRUCL) W2■ CD (REFER TO SIRUCL) ° d _ 1 _ FINISHED GROUND FLOOR 0000 0000 FINISHED GROUND R 0000 FINISHED GROUND ■ ■ _- . I - - -:rr - FINISHED GROUND FLOOR 0000 . ■ FINISHED ND FLOOR 0000 d w x ° ° SSp I � - - � - _ -e ■ = a - ---1- ■ - —r—-1- VAPOUR BARRIER � 7 VAPOUR BARRIER I I OF i -- _ - VAPOUR BARRIER •• _ •+ •- I I O VAPOUR BARRIER VAPOUR BARRIER .. _ = I I 13 MOULDED JOINT A CHI E Z .. . .I I ° 13 PREMOULDED JOINT _ 1 I FILLER 13 PMrlOULDED JOINT 1 = a a 13 MOULDED JOINT I FILLER 1 OULDED JOINT f = FILLER = - I FILLER I I = =1. I I I I I LICENCE ti•� INSULATION I = a 50 RIGID INSULATION I = 50 RIGID INSULATION ,«,,,� 50 RIGID I i _ _ 1 1 _ - i i 2` '�"b BARRY• BRYAN DESIGN BY: ) ooc a ASSOCIATES VVVV a _ a x I _1 (1991) LIMITED DRAWN BY: x couPlFre �� .• Architects CM/NIV J_ = J—— ° - Engineers CHECKED BY. umu� u. r I I. . . 1 1' ° Landscape Architect CM/VVW L.--- I Project Managers DATE: 11 Stanley Court,Unit 1 AUG.2005 Whitby Ontario L1 N 8P9 SCALE: Tel: (905)666-5252 1.20 DI Fax: (905)666-5256 e-rrdl:bba @bba-amftng.com FILE: 04103 A501.DWG PROJECT NO: DRAWING NO: PANELS 2 WALL SECTION 3 WALL SECTION @ METAL SIDING 4 WALL SECTION 5 WALL SECTION ri WALL SECTION INSULATED Ag5o1 1:20 04103 A501 I A501 1:20 A501 1:20 A501 1:2o A�501 �:20 — CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. D - C CHANNEL - ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE GALA/ HSS TOP RAIL - - - t9r 5I� � - - I I COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED LADDER RALS AT 305% 175 140 I 118 I I 175 1r Lt 175 UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE rJ PREFIN. META_ J-TRIP - - - V�® � I I I WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 150 MIN.) I X03 TO MATCH SIDING I - - - METAL BACK PAN to> BENS PtJaE BRACI�75 - I I I I DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. NOTE - - emmm 10 Em snacPA& .. .. ALL STEEL COMPONENTS 22 CORK PREFIN. METAL - - - CURTAIN WALL ANCHOR sn1DS 10x75 STEEL EXPOSED FASTENERS TO BE I I Kz' CLADDING (HORRONTAL) - _ - _ - I I. I.'. I =_ GA.VANIZED. 50 GALV. Z-GIRT a son O.C. I - - - 1005 CONT. Mn UDDER RA LS - I I ' I I -- LADDER RAILS 0"IMM"N' S GALV. HSS 76x76x4.8 FRAMING R1 ■ - ■ I I I - - - I = I I = 019 STEEL RUNGS to OAL19Vl�D e0ta5 I WELDED TO RAILS I I CONT. STEEL FRAME AROUND BWZW PF]VRA71oN ( �� °° 0 305 C/C m GALV HSS 80T1DId RAIL PREFlN. META_ SILL _= FLASHING To MATCH BEAM PAINTED 7HOM Sail MAIN PREPN. LErAL -- =- - c CWWNa Leading the Way -- • I TRY 7D wadi SOM COW.SEALANT _� I U/S OF ROOF DECK (H.P. r5200 SIDING ALL ARM BW�7: W2 I 7 - coxr.VERT. L>ao�m WITI SI:DI7m I I ANGLE U ANTED STEEL CDNNE�M 70 CAI& W2 CONT SEALANT ANGLE PAINTED I - - - GALVAN® SHEET U25p1100 tDMG CLP ANaIE - - . �'. i - _ - NO. ISSUES DATE BY - - - METAL BACK PAN SECURED 70 MN.ANGLE NRFi - _ I I I °° 610 CONT. STEEL BEAM ■■ __ -. TE7TMINATEON BAR CLAMP sIDW CONMW 011 10x64 BENT PLATE NOV. F II _ _ _ 1 ISSUED FOR BUILDING PERMIT k TENDER BBW •• -- ••� FILL VOID W/ GATT - - - 100 SEMI-RIaD INSULATION sEU Aolir;SuE�� _ BRACKETS BOLTED 2 2005 INSULATION RIW M LWPm M WARM ��X STRUCTURAL 8 I I PREFlN. METAL FLASHING - - - _ C/W CUPS AND DRIP EDGE - I I; I DETAIL A—PLAN DETAIL B—PLAN sTm BEAM BEYOND °° W2 SELF ADHESIVE REL J ; PREFIIK META. COUNTER = = 7 PLAN DETAIL -- MEMBRANE -� FLASHING I I �O2 1:5 rbTE, COMPONENTS ALL I CONT. STEEL ANGLE I I L = 1w SIM RUNGS WELDED M 175 _ _ EXPOSED FASIENNIM M BE 19 IXf. GRADE PLYWOOD--­,, I I I FLASHING METAL COUNTER LADDER WAS AT 305% - - I I. I GAILVANfIED. 610 U/S OF DOSL ROOF DE 4000 I I - - - _ ■ � - I I _ I I I.. 1200 (NTS) I I _- - -_ FWME AMM MRACW POUPAM •• '• I R1 I _ _ _ 7"wm som WRN PRE7K LIEK - I I II 610 AAA DIM mum sac BBWI r. can:selLAxr CONT. STEEL BEAM I I I _ _ _ 65 100 I I - - I 10x75 STEEL - - - 1005 DW.SMM UDDER ItNS r- _ I LADDER ISMS 6 S11EEL HANGER H_LL I - _�I I I I I I I I I I I I I III I I I II i I 1 B�Ory MN I M M0=WACao:TS' I STEEL BRACE L I L L L ��J " I� L L11" 1 L-�L L L_L L L L I I o I o ii for rr1wAIL0�D SOUS 27 ' _ = I I. '. I I'. _ p p I �. ! — r— —, CURTAIN WALL FRAMING = - I I :. I I - - = o L_ _J toles OW PLATE WACKEIS __ „„ I 275 W/ DOUBLE GLAZING _ _ I I I II Balm 7o Box slRUCrtIRAL stuns 0 1200 C/C wac I I':' ! 5200 U/S OF ROOF DECK ( .P.)° ■ `$1 a = 8 EXIST STEEL BEAM I SUF AD1*3lVE AMAPDitR owl 175 190 WELDm TO RAILS O ' 10 WALL SECTION 9 TYPICAL SCREEN DETAIL 8 SECTION DETAIL s SECTION DETAIL RUNGS- WELDED C/C 305 �01 1:20 A502 1:5 �') _ A502 1:5 A502 1:5 10x64 BENT PLATE r-T-1T--1 BRACKETS BOLTED TO BOX STRUCTURAL STUDS y4j I 1 1I I II I p I I 117 I I I I it 4000 U/S OF EXIST. ROOF DECK a n a A A 5 6 le } 1200 N.T.S. + DETAIL C—SECTION DETAIL D—ELEVATION ! 5 ROOF LADDER DETAIL A502 1:20 I I I I I p s SAM. T.O. EXIST. BLOCK BEYOND_ T.O. EXIST. BLOCK BEYOND 6000 T.O. EXIST. BLOCK BEYOND 6000 v A>A501 r i t a f M IN MINNOW IN a R1 I 1 U/S OF ROOF DECK (H.P.) 5200 10 U/S OF ROOF DECK (H.P.) 5200 U/S OF ROOF DECK (H.P.) 5200 _ ■ U/S OF ROOF DECK (H.P. 5200 '^ A503 MIRR. - _ ■ _ 7YJn 7 _ ■ . I I � �=� i A�503 I F _� •4 I �3 I = I ■ .■ ■ �■1 . . .. ■■� — A503 z _ R1 I - .. -- ' j I ■ ' I ■ I ■ CONT. STEEL BEAM I I I - „„„ I I PANTED I - lc. s: :.� ■ I i.'-MV.Kx ,; �_. v std '•--a.,;�r1vw. ','' I ! ■ ■ ` r4126 •$ _ U/S OF STEEL. DECK _ VARIES _ _ ` I I ■ -- -- I T/0 STEEL BEAM 3840 U/S OF ROOF DECK 3840 . ■ ■ I IN I I i III I , �J■. ■ i ■■ ■ , I I I CONT. STEEL BEAM I •I �_CONT.• STEEL B NO. REVISIONS PANTED DATE BY L _ .�. �■■ I I CONT. STEEL BEAM I I I I PANTED I I I I - 1 I I _ I I ! I ROOF DRAIN BEYOND f l I HSS COLUMN OND I I I HSS COLUMN BEYOND I - I I PANTED I I - I I - °” i �r« I W1 PROJECT: fill I I - BRIAN McFARLANE �y All, G/�IST° M I 1 = HOCKEY MUSEUM MULTI D(J 1 J EXIST. I ( - PURPOSE I MULTI I P3 ► i I P3 I I I _ GARNETT B. RICKARD ARENA IAII PURPOSE I I I � I 2440 KING ST. W., BOWMANVILLE ROOM frill. I I STS ROOM WORKSHOP WORKSHOP I STORAGE EXHIBIT AREA ' 1111 I I C I ® I ® 007 ' ® ® I I = ' u I I RE]dOVE EXIST. = MUNICIPALITY OF CLARINGTON WINDOW FRAME I _ TILL I I CONC. BLOCK PAINTED I I I I All 1 1 I I I I I I = DRAWING: AAA I I WALL SECTIONS I i I I OW. MASONRY REMA - i I I DOSE. MASONRY WALL I I I D(ISL WALL I I = A5O1 TO REMAIN TO REMAIN I I I I I I CONC. SLAB ON GRADE i CONC. SLAB ON I (REFER TO STRUCT.) I I (REFER TO STRUCT.)GRADE CONC. SLAB GRADE CONC. SLAB ON GRADE I I = A 5 S I (REFER TO .) (REFER TO STRUCL) ( I I = ' ��C ��j� ! ! FINISHED GROUND FlAOR 0000 ■ - ■ FINISHED GROUND FLOOR 0000 FINISHED GROUND FLOOR ! ! - of F 0000 ` ■ FINISHED GROUND FLOOR 0000 HIT--- t. - -- ---------------------�--- --- --- ---------------------- I a Z -I-- I a• I-NE VAPOUR BARRIER I !L - I - L I VAPOUR WARBLER \ -I- _J L =1_ - ' I L. B A ! ! I I I I I VAPOUR VAPOUR BARRIER .. LICENCE I I 13 PREMOULDED JOINT I ! I I I I 13 PREMOULDED JOINT ! I I _ '/,� �,,1" 3872 , I I FILLER ! ! ! I I I FIL1Dt I FILLER OULDED JOINT 13 PREMOULDED JOINT = °'° . • • ,1�,�11 ►� I r I I I I i t I j I I I I I I i FILLER BARRY-BRYAN DESIGN BY: Doc carniso� I ! 1 1 I I I I = DATE, I ! I I I I I I I I I 50 RIGID INSULATION ASSOCIATES ww (1991) LIMITED DRAWN BY: s COMPLMI I I__ I �-- I I I I Architects CM b Engineers CHECKED BY: NmW _ .......1 L_ ! I = Landscape Architect I I a Project Managers `" ----J - ----J I .g I _ 11 Stanley Court,Unit 1 AUG.2005 ONE r T_ L————T— — ————-� I o• Whitby Ontario Ll N 8P9 SCALE: Tel: (905)666-5252 1:20 DI Fax: (905)666-5256 c1tw small: bba @bba-archeng.com FILE: Irx? 04103 A502.DWG PROJECT NO: DRAWING NO: � ALL SECTION 2 WALL SECTION K7N)i W ALL SECTION 4 WALL SECTION A502 1:20 AC^ A502 1:20 A'1AJV2 1:20 A502 1:20 04103 A502 li ® '7 1 all. „•1.,1�, Y,� MI- I -_ 11 ® 111 :.,1 •/ Y7a '7iti •.. • , ,• • . •• • ••.. •• , II 1 T � a h1 Y 'MIT '1'1 h 1' 71 MI • . • I / 1 •'17 •/ 7a '1 7+ '1 II � '7 1' YI :•/M :� 77 1 ' , h•1 ( 1 111 a ''1 11'1 • I '11 7 r�����/�ri��ii� �'I =�� I 1 M/ /'71 'i 1 / •a' .-1 `1 i 1 / a 7 A ��.��.�.�. � 111 • 1 �-I / r.a' ,11 1 a C• 1 1 1 1 Ml'II A 1�1 ��� ® Y ; 7 it 1 7' 1 71 , •'J7 •1 M11M11 r:�' •11 1 7' a 7 .4--,,_,. -■ A 'I r 1 I. 1 � ,-z• 71 r h 1 11'1 '.•/h 1 �.r�r �- � �.. r"�++. • ®® III +n'., MI :I l: 1/► / ► al ,• �� � 71 1' 1 '7• 7 t7• l u� M1, 7 �""'t i. }sic�' „► e 6 US "i, al 1 �AI •�_. 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E I� DOOR (2 LAYERS DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED 19MM PLAM.) C/1111 I \ _ — _ AND SEALED BY THE CONSULTANT. HINGES, DOOR PULL — _ I LOCK \ ALUM.� ( SING (ALIGN NT EXHIBIT AREA / EXHIBIT AREA EXISTING WALL �' 11 WHERE DWNG WAS) WHERE EXISTING WAS) ® ® SINGLE GLAZED SINGLE GLAZED I µ 273 _ �$ SPANDREL PANEL WITH I _ _ _ GALV. METAL BACK PANEL fill ` Leading the CLEAR ANOD® — _ — Way ALUM. CURTAIN WALL _ FRAMING C/W / CLEAR ANODIZED DOUBLE GLAZING / _ NO. ISSUES DATE BY CURTAIN C/W DOUBLE GLAZM FLEX MEMBRANE — MEMBRANE SEALED AT 1 ISSUED FOR BUILDING PERMIT do TENDER NOV. BBA SEALED AT CURTAIN WALL 2 2005 / CONTINUOUS SEALANT CURTAIN WALL / CONTINUOUS SEALANT �. AND BACKER ROD AND BACKER ROD EXISTING N Q 19 . DOOR JAMB WALL CONT. SEALANT BOTH REMOVED CURB B — PTE FINISHED METAL _ — _ 4 FASTENED TO EXIS G ��' c— CLOSURE TRIM TO MATCH _ WALL / _— PREFIN. INSULATION PANEL 1 HOUR FIRE SEPARATION CONT. SEAIJNfT BOTH _ % (FIRE SEPARATION SEND SIDES _ — v FLD( MEMBRANE SEALED ; AT CONCRETE BLACK) 13 MM GYPSUM BOARD — AT CURTAIN WALL � a ON 152 MM STEEL STUDS / _ •` ::�-• LINE OF WALL BELOW EXHIBIT AREA / - GIFT SHOP 7.: PREFIN. METH_ 13 92 10 a 13MM GYPSUM BOARD ON P2 ® 3 132 FLASHING BELOW 75 92MM STEEL STUDS 27 = — _ W f `':.:f_ W3 gQ OYV / — v i50 a WALL LED RWNER FLI7(BARRIER 13MM GYPSUM BOARD BON 13MM GYPSUM BOARD BOTH INFO. COUNTER 5 _ — _ a MEMBRANE SIDES ON 64MM STEEL SIDES ON 64MM STEEL STUDS 1` INSULATED METAL 0 400MM O.C. 0 400MM O.C. ;`.,..::(.' PANELS - _ . e PLAN DETAIL- SLIDING GRILLE DOOR 10 PLAN DETAIL @ INTERIOR SCREENS PLAN DETAIL @CURTAIN WALL JAMB 4 PLAN DETAIL @ CURTAIN WALL JAMB A203 1:5 1203 1:5 1:5 01 1:5 D 13MM GYPSUM BOARD O INFO. COUNTER D _ CONT. SEALANT D _ — : 1 CONT. SEALANT D — — ° W2 SIM. N. METAL VAPOUR BARRIER 92MM STEEL STUDS CLOSURE TRIM ' — _ — - AIR AIR/VAPOUR EXHIBIT AREk EXHIBIT AREA C/W BAIT INSULATION D(ISnNG WINDOW SILL , _ N — - �,�..._. - _ — BARRIER LAPPED 13 — — W 1.::: `I ` ° ° OVER FLEX STEM COLUMN ® 2 — _ ;- /. STEEL. COLUMN ® 3 9 _ MEMBRANE 15 — ( I 2 10 w:':.:;.:'../.. / ` — P5 ' _ - . P5 — 4 .° INFO. TER 92 13 38 CONT. SEALANT'_ _L L L JL JL J_ SELF ADHESIVE — 4 J_ _ _ _ _ _ L J J_ J_L IJ-L. — ADHESIVE FLEX MEMBRANE �NR/VAPOUR p f7 ° a a BARRIER ' _ CONT. L75x75x6 0 /— 'J• TRIM _ JAMBS ANCHORED _ — _ a TO STEEL STUDS _ PREFIN. METAL CLOSURE TRIM r w d — Irk EXISTING GLASS A~ _ NT. SEALANT BLOCKS - �•� i — _ _ - :.1` LINE OF WALL INFO. COUNTER / = AND BACKER ROD _ BELOW 11 VOID WITH /.• ® i — ti / COAT. SFJJWT RUBBER BAT INSULATION COAT. SEALANT AND / I I I I I I I l I I+ t t t I I 1I1I1I1 I I I I I /I I I I I I I I I I I I I +I I I II II 1` GASKET BACKER ROD PREFIN.IN. METAL METAL 4. CLOSURE TRIM CLOSURE STRIP I I ° ° °PLAM. SILL ALUM. STOREFRONT AIR/VAPOUR POUR 1- - BARRIER LAPPET) / �- _ / FRAMING (AS PER / COAT. SEALANT ° ° gi c OVER FLD( ► _� SCHEDULES ° ° r - MEMBRANE ; - _ / C: a W LAVE OF WALL / -a Wl SNrI ` f f8 ^ - — 2 / /... LINE OF WALL BELOW l — ——— ° — PIREFIN. METAL CONT. SELF ADHESIVE PREFIN. METAL = — SIM. = — _ FLASHING BELOW VV3 BELOW / NR/VAPOUR BARRIER FLASHING BELOW W3 SIM. 1s PLAN DETAIL K'13I P LAN DETAIL @ GLASS BLOCK s PLAN DETAIL @WINDOW JAMB s PLAN DETAIL @CORNER 3 PLAN DETAIL @CORNER a30� 1:5 A,203 1:5 1:5 1:5 A30� 1:5 SELF ADHESIVE , p NR/VNWR HOER I __r INFO. COUNTER 75 :M_ EXHIBIT AREA EXIST. CORRIDOR 0 — INFO. COUNTER I r_ INFO. COUNTER I _T_ — — , ERJ __ _ 13MM GYPSUM I : � — ® I __� ® I �. SIM. W2 — , . EXISTING WINDOW SILL STEEL STUDS ;�— — PLAM. SILL I — LINE OF WALL BELOW PLAM. SILL I -- LINE OF WALL BELOW P5 _ BELOW I BELOW I 38 102 — — I PREFIN. METH I PREFIN. METAL — — �:. 3 92 STEFI.. COLUMN I — — LINE OF WALL I I FLASHING BELOW LINE OF WALL I I FLASHING BELOW —75 2 ALUM. STOREFRONT , — — WALL NR/VAPOUR BELOW 1 5 I 200 BELOW 1 5 I 200 ALUM. S ALIGN WITH ' — — BARRIER LAPPED OVER � ALUM. STOREFRONT - ALUM. STOREFRONT ( FLEX MEMBRANE I — — 1'. 13MM EXT. WHERE D0SIING WAS) STEP]]. COLUMN ' — — I FRAMING (AS PER I FRAMING (AS PER , . _ — CONT. SEALANT I I —I- SALE) CONT. SEALANT I I I_.. SCHEDULE) _ _ :. SHEATHING COAT. SEAANT BOTH I , — — I::. H:::: — — i CONT. SEALANT SIDES ' — — I _j_ CONT. SE4AUTT AND I {-. CONE. SEAM AND CONT. L75x75x6 I _-l: BACKER ROD CONT. L75x75x6 I -1" BACKER ROD — — SINGLE GLAZED — — 0 JAMBS O JAMBS _. _.. , . ' — — ANCHORED TO ANCHORED TO = , ' — — NO. REVISIONS DATE BY — — I ( -- PREFIN. MEIN_ I PREFIN. METAL STEEL STUDS — CLOSURE TRIM STEEL STUDS CLOSURE TRIM ----- LINE OF STRUCT. — - - - 8 � M BRACE BELOW 218— W2 SIM. 13MM GYPSUM — — 13MM GYPSUM SELF ADHERE ON 64MM I — — SELF ADHESIVE ON 641YM I — — SELF ADHESIVE — c, 13MM GYPSUM — — NR/VAPOUR BARRIER STEEL STUDS — — NR/VAPOUR BARRIER STEEL STUB — — NR/VAPOUR BARRIER EFIN. METAL CLOSRE 1 n ON 64MM n STEEL STUDS — — 13MM EXT. SHEATHING - - PREFIN. METAL - - - - CONT. SEALANT - - WOOD BLOCK — — CLOSURE TRIM r — WALL AIR/VAPOUR r -- -- WALL AIR/VAPOUR METAL BARRIER LAPPED OVER SEALED BARER LAPPED OVER I I I I I I 1 1—I I I I I I 1 1 I I I I I I I I I I I I I I I I I IIIII I I I I I I I I I I I I I h I I I ' ' CLOSURE TRIM TO SPAYED FLD( MEMBN FLEX MEMBRANE MACH EA�NG WINDOW SILL INSU LATION PREFIN. METAL STEEL COLUMN STEEL COLUMN I I + I I I I I I I I I I I I III I I I I I I I t 1 I I I I II I I I I I I I I I I I I PROJECT:_ INSULATION PANEL CLOSURE TRIM TO MATCH PREFIN. — — ► — — oFFx , EXHIBIT AREA INSULATION PANEL I ; BRIAN McFARLAN E ® ® - __ __ __ - - - I W1 HOCKEY MUSEUM - - SIM. UNE OF STRUCT. LINE OF STRUCT. GARNETT B. RICKARD ARENA — — — BRACE BELOW — — 13MM DKT. BRACE BELOW — — 75MM RIGID — — sHEATHHNC — — IN ION SULAT BETWEEN 2440 KING ST. W., BOWMANVILLE ri5 PLAN DETAIL 12 PLAN DETAIL @ SIDING/PANEL CONNECTION w2 SIM PAN. METAL W2 �"• �"°� 2 PLAN DETAIL @ PANEL END 14203 1:5 1:5 �� — CLOSURE TRIM — 13MM GYPSUM — — 13MM GYPSUM — — 14203 1:5 13MM W. SHEATHING MUNICIPALITY OF CLARINGTON - - LAP SELF ADHESIVE WALL N ON 64MM JOINT SEALED ON 64MM R/VAPOUR EXHIBIT AREA EXHIBIT AREA EXHIBIT AREA AIR/ POU BA ED FLEX EDEIIIBRANE OVER STEEL �� - - PREFIN. META_ STEEL STUDS - - CLOSILIRE METAL A P5 ® P5 ® _ — MATCH PREFIN. — — SEALED P1 „ METAL PANELS ' INSULATION PANEL , JOINT ® DRAWING 75MM SPRAYED — — 75MM SPRA — — INSULATION — — LINE WALL INSULATION PLAN DETAILS ..... ........... 1 I EXISTING WALL — CONTROL "L. i a CONTROL CLOSURE TRIM a PREFIN. METAL ...___ _.. I -------- — ' COAT. SEALANT STE]3. COLUMN — — — SELF ADHESIVE — ' ° SELF ADHESIVE PAINTED A S S _ . ._._......_ — — ° SELF ADHESIVE O _ — _...._.— —j:: AR/VAPOUR _ — , ° NR/VAPOUR AIR/VAPOUR BARRIER BACKUP ON O CID — _..__..-......_._.. ............. I_ — — — 115 434— i a d LAPPED INTO II:GI ET BOSH SIDES of i _____...._.-._—.....—.---_.L.- OAIER INSULATION 1 Z O I I I I I { 1 1 I I I B AIR/VAPOUR n EE LAPPED OVER A Z - PREFTN. METAL FLEX MEMBRANE n n SAW COAT VERT A s . I3R A l It I I I 1 1 I I II I I FLASHING ° s REGLET II I +I I I I I I 1 I I I I II II , I I I II I I II I I Id d I l I l I II�I I `I It I 1 i 1 t I I I I I I I I BELOW P5 —_ —_— ° °. , I I ► I : : ` • LICENCE E _.. __. _ W3 SIM. 3872 II 11 It °II W� SIM.It BARRY- BRYAN DESIG N BY. �C, CONTROL, 75 TRO_ 75 FOIL FACED__ _...._....._ .._... ASSOCIATES W W JOINTS SEALED x cor�: (1991) L I ° .. _... ._ _..... It Architects LMQ .. INITIAL - — g : I II W3 SIM. ► - LINE OF WAD. BELOW CONTINUOUS SEALANT _ _ _ __..._._.___ .__.......L. ° ° Project M n gers ." CMNWV W3 BELOW AND BACKER ROD -- - -- -. ... I.. • W1 SIM. Wl SIM. — — — --... --..............._ _.................. : — — ' d. 11 Stanley Court,Unit 1 OCT.2005 PREFlN. METAL. PREFIN. METAL _ _ _ __._....._.. _ . ._._.......... _ _ — i Whitt Ontario BELOW CLOSURE TRIM TO — — — ---_--..._.__.........._. t — — i ° Y O SCALE: _—_— —SELF ADHESIVE P9 MATCH PREFIN. — — — -- , ° ° Tel: (905)666-5252 01 PRERFIN. METAL _ _ _ --_ _ ._......._.-_......_-- AIR/VAPOUR BARRI INSULATION PANELS __-- _...._. T — — ' `{ RE TRIM Fax: (905)666-5256 TRIM W2 1 5 INSULATED METH. - - _... - .- _.. I_ - - ° E e401: bba @bba-archeng.cam FILE: -_----- -— -- . ... .. s x AS 04103 A601.DWG — — ' ° . d �." <. . ,? CAULK SEALANT PANELS DOOR AND FRAM ' y z PER SCHEDULE PROJECT NO: DRAWING NO: 14 PLAN DETAIL 11 PLAN DETAIL 8 PLAN DETAIL @ WINDOW JAMB s PLAN DETAIL @ WINDOW JAMB PLAN DETAIL @ EXPANSION JOINT A203 1:5 A301 1:5 , 1:5 A301 1:5 14203 1:5 04103 A601 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED ROOM SCHEDULE UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ROOM FLOOR BASE WALLS DOOR FRAME CEILING CEILING REV REMARKS NO. ROOM NAME NORTH EAST SOUTH WEST HEIGHT — DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. MAT. CONC - - - - - - �-1 CEILING. PAINT ALL NEW/EXIST. WAL.S INSIDE 001 INFO. COUNTER FIN. CAR CAR - - - - - - PAKr - GLASS BLACK AREA UP TO EXISTING CONC. COL. BLOCK WALL DO NOT PAINT EXIST. CONC. BLOCK ' - - MAT. CONC - GB GB GB HM PS GB 3600 ; - - 002 CONTROL FIN. CAR CAR - P P P P P P SOUND ATTENUATION - COL. BAITS WHERE —_ —_ GYPSUM BOARD — MAT. CONC EXIST/G, GB GB GB HM PS Ac PH INDICATED :.; — — elm/ -1 _ - = Leading the Way Qf 003 GIFT SW FIN. CAR CAR - P P P P P - O COL. GYPSUM BOARD ' — Ll PARMION 0 MAT. CONC GB/G GB/G GB HM PS EXP PREFIN. METAL SIDING PREFIN. METAL SIDING NO. ISSUES DATE BY LAl 004 EXHIBIT AREA FIN. SEAL SEAL P P P P P P P - -COL. SEAI.ANf � BACKUP .i — — i ISSUED FOR BUILDING PERMlT dt TENDER Nom' 8BA PREF1N. METAL 2 2005 MAT. CONC EXIST/G GB 0W/C8 �/� HM PS AC PNL 2750 CLOSURE TRIM Z 005 Omm FIN. CAR CAR P P P P P P TYPE-1 DOOR FRAME AS PER PREFIN. MERL SILL SCHEDULE - FLASHING TO MATCH- - SIDING 0 MAT. CONC GB GB GB GB HM PS GB 2750� CT ON ALL WALLS UP TO 1800 AF.F 0 O06 W.R. FIN. CT CT CT/P CT/P CT/P CT/P P P P COL. INDICATED,ATED ON SCHEDULE MAT. CONC GB GB GB DOST/CB HM PS IXP SENJINT A4 BACKUP 007 TOP FIN. VICT VCT P P P P P P DOOR FRAME AS PER COL. SCHEDULE MAT. CONC DW/GB GB 0w/G9 Dw/cB HM PS IXP INSULATED FRAME WHERE 008 S RAM FIN. SEAL - P P P P P P INDICATED ON SCHEDULE COL. MAT. CONC GB GB GB GB HM PS IXP 009 R��. cxoss�T FIN. SEAL - P P P P P P H 1 J 1 H 2 J 2 COL. EQ$T. I�UI.Ti—PURPOSE MAT. EXIST. E isT. 'A01-1 EXIST. EXIST. - - Dose/GB 010 ROO� FIN. EXIST. - - GB/co - - - - Dw/P COL. MAT. EXIST. EXIST. EXIST. EXIST. HM PS DW/09 011 M' MULTI—� FIN. EXIST. - - P/P/P - - P P Dw/P COL. MAT. EXIST. EXIST. EXIST. EXIST. HM PS DW/Ga 012 ' MULTI—� FIN. EXIST. - - P/P/P - - P P EWr/P RM 25 25 COL. NOTE: ALL EXPOSED STEEL TO BE PAINTED E70SITNG WALL TO ROAN 16 TYPE 'X' GYPSUM BOARD BOTH SIDES ON 152 STEEL STUDS DOOR AND FRAME SCHEDULE s _ DOOR FRAME FIRE HDWRE NO. SIZE AND THICKNESS TYPE MATERIAL FINISH GLASS TYPE DETAIL MATERIAL FINISH RATING GROUP REMARKS NO. Iy 002 900X215OX45 2G HM P LG F1 H1 A PS P 45 MIN. POWER ASSISI' DOOR, CLOSER 002 � O 003 90OX215OX45 AL AL ANOD LG SC01 AL PREFIN. POKIER ASSIST DOOR, CLOSER 003 I 004A 900X215OX45 M HM P Ft H2 J2 PS P INSULATED DOOR, ALUM. SILL. C WEATHER STRIPPING, CLOSER 004A L L- 0048 2-900X2150X45 M HM P F2 H3 J3 PS P 45 MIN. CLOSER 004B FIRE STOPPING FIRE STOPPING p 0040 900XZ15OX45 2G HM P LG F1 H1 A PS P 45 MIN. POWER ASSIST DOOR, CLOSER 0040 z 005 90OX215OX45 M PFD - F1 H1 A PS P 005 SEALANT AND BACKUP SEALANT AND BACKUP p 006 900X215OX45 M PFD - F1 H1 A PS P 006 TY 007 90OX215OX45 M PFD - F1 H1 A PS P 007 146 H.M. FRAME 146 008 2-90OX215OX45 M HM P F1 H3 J3 PS P 45 MIN. CLOSER 008 INSULATE FRAME WHERE 009 900X21WX45 M HM P F1 H1 A PS P 45 MN. CLOSER 009 INDICATED ON SCHEDULE H.M. DOOR H3 J3 NQTE PS DOOR FRAMES TO MATCH THICKNESS OF WALL 150 150 GL S � VERIFY PLAN 0 0 EQ EQ EQ GL — — — — — — — — — — — — — TG TG TG TG TG F1 F2 M 2G AL FRAME TYPES DOOR TYPES SP: ............... .SP-1' .:::::::...: Spp_]:: ::::_.::: :sp-1':'::.:::....... SP4:1: NO. REVISIONS DATE BY c o11 .................. ..........I........ ................... ................... ................... ................... .................. ....... ................ ................... .................. ....... ................... ................... ................... ............I..... ....... ................... .-............... ................... ...... ............... ................... ................... ............ ..............I.... ................... .................. ................... ...... SITE VERIFY 900 SITE VERIFY SERE VERIFY Ea EQ EQ EQ EQ EQ EQ PROJECT: LG LG LG LG LG L G LG LG LG LG L G LG LG LG BRIAN McFARLANE � NOTE: HOCKEY MUSEUM CORNETT B. RICKARD ARENA H SP-1 SPANDREL. GLASS WITH GALV. MEra. 2440 KING ST. W., BOWMANVILLE N PANEL AND SEMI RIGID INSULATION ............. :SI?-1. ......... SP=i............. :SP-1: LG m MUNICIPALITY OF CLARINGTON FIN. FLOOR LINE .' �+ FN. FLOOR LATE ,�; FIN. FLOOR LINE SC01 SCO2 SC03 GL01 GL02 GL03 DRAWING: ALUMINUM STOREFRONT FRAMING ALUMINUM STOREFRONT FRAMING ALUMINUM STOREFRONT FRAMING ALUMINUM CURTAIN WALL FRAMING ALUMINUM CURTAIN WALL FRAMING ALUMINUM STOREFRONT FRAMING SINGLE GLAZING SINGLE GLAZING SINGLE GLAZING THERMALLY BROKEN THERMALLY BROKEN THERMALLY WOKEN SCHEDULES INSULATING GLASS UNITS 25 MM THICK INSULATING GLASS UNITS 25 MM THICK INSULATING GLASS UNITS 25 MM THICK SITE VERIFY SITE VERIFY LEGEND EA EQ EQ EQ EQ ACB ARCHITECTURAL CONCRETE BLOCK FIN FINISHED PLYWD PLYWOOD Ilk AC PNL ACOUSTIC PANEL FTG FOOTING PNL PANEL � ASSQC LG LD LG LG LG LG AL ALUMINUM FL FLOOR PREFIN PRE-FINISHED ANOD ANODIZED G GLASS PS PRESSED STEEL ov CAR CARPET GALV GALVANIZED P PAINT Af IT T Z I CB CONCRETE BLOCK GB GYPSUM BOARD PT PORCELAIN MILES CF CUSHION FLOORING (VINYL) GWG GEORGIAN WIRED GLASS R RUBBER NIS L. 6 LICENCE CJ CONTROL JOINT H/C HANDICAPPED RD ROOF DRAIN W '•a 3 72 CLG CEILING HCC HOLLOW CORE CONCRETE UNITS REIN REINFORCED ,.��` CONC CONCRETE HCW HOLLOW CORE WOOD RM ROOM �r1 i CT CERAMIC TILE HDWD HARDWOOD RT RUBBER TILE BARRY-BRYAN DESIGN BY: 1 DIET DETAIL HM HOLLOW METAL S SETTLER ASSOCIATES DR DOOR HSS HOLLOW STRUCTURAL STEEL SP SPANDREL GLASS ON DOWN HT HEIGHT SR yip_ (1991) LIMITED DRAWN BY: ��� I - - - - - - - - - - - - - - - C CHECKED DW DRYWALL PARTITION INSUL INSULATION STRUCT STRUCTURAL Architects NTRL EP EPDXY LAM LAMINATE TG TEMPERED GLASS Engineers CHECKED BY: SC04 SC05 EXIST EXISTING LG LAMINATED GLASS TYP TYPICAL Landscape Architect Project Managers DATE: ALUMINUM STOREFRONT FRAMING ALUMINUM STOREFRONT FRAMING NOTE ALL STOREFRONT GLAZING TO BE EXP EXPOSED MTL METAL V VINYL 11 Stanley Court,Unit 1 AUG. 2005 SINGLE GLAZING SINGLE GLAZING TEMPERED/LAMINATED TYPE FD FLOOR DRAIN NTS NOT TO SCALE VAR VARNISH FFE FINISHED FLOOR ELEVATION OH OVER HEAD DOOR VCT VINYL COMPOSITE TILE Whitby 05)6 o-5 N 8P9 SCALE: FG FIXED GLASS PFD PLASTIC FACE DOOR VWP VINYL WALL PABRIC Tel: (90.5)666-5256 N.T.S. Di PFMS PRE FINISHED METAL SIDING WD WOOD Fax: (905)666 eng. FILE. email: bba@bba-arMeng.com 04103 A801 PROJECT NO: DRAWING NO: 04103 A801 I CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. E DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. I \\ Leading the Way \ I 1 NO. ISSUES DATE BY Q w \\ 8 7 6 1 ISSUED FOR BUILDING PERMIT do TENDER NOV. BBA \ I A901 A901 A901 \\ 10 \ A901 N r r r 60o r I • r � I r � I ^ ^ r I r • r r 5 INFO. COUNTER 001 - FRONT ELEVATION 4 INFO. COUNTER 001 - BACK ELEVATION A901 1:Zo A901 1:20 915 /10 11 11 10 LINE OF GYPSUM 565 350 A901 A901 A901 A901 BOARD WALL BEYOND 2 LAYERS OF 19MM PLAIN. 38 900 496 4� � \ 19MM PLAM. 20 292 38 LATCH INSIDE PLAM. POST 106 COUNTER TOP ——— — 19 PLAM. GABLES A 2 LAYERS OF 19MM STORAGE CUSSES / \ PLAM. COUNTER TOP BEYOND I � I \ 19 PLAM. DOORS \ / \ C/W HINGES, PULLS, LOCKS & I �\ BUMPER PADS. 2 LAYERS OF 19MM ° BANKERS DOOR. PLAM. COUNTER TOP ADJUSTABLE 1 LAYER 19 PLAM� 1PLAM. SHELF n C/W CONT. PWrO �' 19 PLAIN. ON ° AT DRAWER CABINET HINGE AND LATCH SIDES OF 3809 WOOD BEYOND a, STUDS 0400 O.C. ° °f ° RECESSED PI . PLAM. & STUD STRIPS C/W ETECT./DATA 19 GABLES BEYOND ° ° INSERTS BOX 100 396 333 100 19MM PLAM. 100 2 ELEVATION 3 ELEVATION K301TOM K>ac gg A901 1:20 A901 1:20 �S CENTRE LINE OF DESK k (REERI ENCE ANGLE 90') `V 5 7 CENTRE LINE OF FOLDING A901 I A901 GRILLE TRACK ABOVE ''� ` STAINLESS STEEL DROP N 11 SECTION SALES COUNTER s SECTION @ SERVICE COUNTER �� - - BOLT OR 14 BANKER DOOR ELEVATION @ ___ ___ A901 1:10 �' -- - _____�01 1:10 / / /I - ! ,��- -R i `INTO FLOOR. (T1fP. OF 4 A901 1:10 _ `'f�FX-� LINE OF GYPSUM ELECT./DATA BOX BOARD WALL BEYOND 915 �/ O i I i 0 / y ` 565 350 01 64x64xB ALUM. ANGLES 13MM TEMPERED GLASS \ I ` 2 LAYERS OF GROMMETS ON COUNTER ANCHORED TO PALM. TOP WITH CHAMFERED 19MM PLAM. TOP TOP FOR CABLE ACCESS / O `� EDGES AND PRE DRI `. I O n .� , CONT. HSS BEAM GABLES WITH HANGER SUPPORTS RECESSED FASTENERS. HOLES FOR FASTENING ---- RETAOVF, MODIFY df TO SUPPORTS REMOVE, EXISTING 496 \\ \\\\\\ \ TILE CEILING AS 19MM PLAM. 20 292 38 / % . O `\ COUNTER TOP � `• • REQUIRED FOR NEW % BULKHEAD. 19 PLAM. GABLES A ,,, 2 LAYERS OF 19MM $ ,� DRAWER CABINET PLAIN. COUNTER TOP STORAGE CUBBIFS - CENTRE LINE OF BEYOND \ FOLDING PARTMON & 13 GYPSUM BOARD 6MM SLIDING GLASS \ PLAIN. DOOR TO FOLD i% � �` � TRACK 1000 350 ON SSTU! STUD DOORS C/W HARDWARE GMLLE POCKET. (2 �` ` NO. REVISIONS DATE BY 1350 ° ° 19MM PLAIN. ————————————— HINGES,19 DOOR PULL ° SHELF 19 I c8 AND LACK( i `' -C : . CASH DRAWER � �. �. . K, � 0 19 PLAIN ON BOTH —=____ —_== g . F ° SIDES OF 38x89 WOOD (N.I.C.) C———— ———————— IN DRAWER CABINET Z STUDS 0 400 O.C. $ vi $ BELOW 13MM GLASS SHELF ° I °D WT�i CHAMFEID RECESSED '�' ^ I F INFO DESK. REFER I ~ N ° w y3 s MILLWORK DETAILS ° EDGES ° B PILASTERS 119 PLAM. N 19 I - N N I .` 19MM PLAM. GABLES BEYOND � � GROMMETS ON COUNTER - __ 2 LAYERS 19 PLAM. 19MM PLAM. Fl off" 100 — — Tom' — — — — — ,'� — — '' — — — PROJECT: BOTTOM BOTTOM do KICK SUDE TRACKS. I .� STAINLESS STEEL DROP 19 PLAM.ZZ LOCKS BUMPER '1°•' BOLT RECEPTORS FOR PLAIN. g PAS FOLDING GRILLE RECESS r � BRIAN McFARLANE tFfTO FLOOR. (11fP. OF 4) [ END G�5 g O ELECT./DATA BOX ' 9 --- �\ " HOCKEY MUSEUM r 11 FINISHED FLOOR 477 �x I X52 207 A901 \ 01 GARNETT B. RICKARD ARENA C� > Ey 2440 KING ST. W., BOWMANVILLE �10 S ECTION SALES COUNTER 7 SECTION @ DRAWER CABINET �EDISPLAY BULKHEAD SECTION @ A205 1:20 �01 1:10 A901 ,:10 3 _ MUNICIPALITY OF CLARINGTON Z I ' `. A901 I A901 760 ------- . , DRAWING: 6DO W5 350 /10 {?-------- --------- MILLWORK PLAN SECTIONS AND DETAILS 19 PLAM. TOP I O � �.; 1YOND � 1/ARIES MOBILE WORK CABINETS 13 x 38 SOLID RAM. COUNTER TOP ---__ 3 ,�ssr MAPLE EDGING g GABLES BEYOND -- I I �,Q Assoc,/7A I I 2 LAYERS OF 19MM N 11 OF O PLAIN. COUNTER TOP I I I I VARIES 570 19 PLAM. DOORS I I ------------ -- — _ ——— SHELVES do TOP ° ° PULLS,HINGES, DOOR 449 19 410 38 . . W H LOCKS M LICEhlCE BUMPER PADS. I i'(� i I ,387 , I 19 ADJUSTABLE 900 D0C coroL N DESIGN BY: one co PLAM. SHELF 38 W 19 PLAIN. BACK ASSOCIATES FINISHED BOTH SIDES I 1991 LIMITED DRAWN BY: o RECESSED PILASTER $ 8Iw DOOR. 1 LAYER ( ) x wuPLEIE: 2 LAYERS 13 PLAIN ° INSERT'S 19 PLAIN C CONT. PIANO Engineers CHECKED BY: STRIPS C/W SHELF /W Architects LIVIQ/CM BACK HINGE LATCH ilmw: Landscape 2 LAYERS 19 PLAM. PLAIN. FRONT Je 80TNM GABLES BEYOND I Project Managers DATE; DCM/WW 19MM BACK PANEL FINISHED BOTH SIDES 11 Stanley Court,Unit 1 OCT.2 Whitby Ontario L1 N SP9 SCALE: ��� SWIVEL. 14 Tel: (905)666-5252 AS SHOWN DI 0 9=CASTERS LOCKABLE SWNEL $ o o �� I � �LOCKABLE Fax: (905)666-5256 e�maii:bba @tuba-archeng.com FILE: 04103 A901-A902.DWG FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR PROJECT NO: DRAWING NO: i I ILE WORK CABINET s SECTION @ B.F. SERVICE COUNTER 1 PLAN OF INFO. COUNTER 001 12 SECTION @MOBILE DISPLAY 9 SECTION @ MO e 04103 A901 A203 1:10 A901 1:1 o A901 1:10 A203 ,:zo �— CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. LINE OF GYPSUM BOARD 19 PLAM. C/W MOUNTING RAILS 610 REFER M 13/A902 INSTALL GRAB BARS TO SUPPORT 19MM PLAM. TOP 610 460 MIN LOADING REQUIRED BY 4W MAX ONTARIO BUILDING CON Leading the Way 500 19 PLAM. TOP NO. ISSUES DATE BY 19MM PLAM. BACK. NT. SEALAN'T FINISHED BOTH SIDES WERE NOV VISIBLE FROM CORRIDOR • 450 1 ISSUED FOR BUILDING PERMIT & TENDER BETA 2/2005 295 19MM PLAM. DOORS q/w .19MM MAPLE __19 PLAM. GABLES HINGES, DOOR PULLS, 190 PLAM. BEYOND VIEW PLY LOCKS AND BUMPER PADS 3 PLAM. BACK ADJUSTABLE DOOR & VERT. 9 FRED PLAM. —1 SHELF SUPPORT SHELF T�z —19 PLAM. GABLES BEYOND 6MM MELAMINE T.P.D. z BACK L19MM x 19MM IN AT CAM BEYOND --RECESSED PILASTER STRIPS MAPLE TRIM z Z 50 BARRIER FREE 19MM ADJUSTABLE PLAM. r SHELF —19 PLAM. BOTTOM 19MM MAPLE VENEER PLY ADJUSTABLE I m PLAM. wnDm SHELF WITH 19MM x 13MM PLAM. Rill 19MM MAPLE TRIM ADJUSTABLE SHELF 9 PLAM. BASE 8 1. GRAB BARS M BE MIN I IA MAX 40-0 r I- e- MATE MAT HOOK ON 2- MIN CLEARANCE FOR NE OF RM SLAB DOOR MAX 1195 A.F.F. GRAB BARS TO BE 30 MIN, 19M PLAM. (DO NOT PROJECT MORE 40 MAX THAN 50mm) 3. GRAB BARS M HAVE SUP RESISTANT SURFACE SECTION LIGHT FIXTURE SECTION TYPICAL GRAB BAR LOCATIONS 1:10 A,,I,�O2 1:10 HEAVY DUTY PILASTERS AND \A902) 1:20 BRACKETS LINE OF DRYWALL BEYOND 914 ol A 914 IS 19MM MAPLE 762 10 610 VENEER PLY 13MM TEMPERED GLASS COUNTER TOP I A902 TOP WITH CHAMFERED MAPLE VENEER PLY GYPSUM BOARD EDGES AND PRE DRILLED HOLES FOR FASTENING M COUNTER TOP 38MM x38MMI PANTED SUPPORTS SOLID MAPLE EDGE 19MM PLAM. % A COUNTER 70P 5MM REVEAL F-1 I 38MM x 38MM SOLID MAPLE EDGE PLAM DRAWER WITH LOCK \-64x64x8 ALUM. 19 PLAM. GABLES ANCHORED TO PLAM. BEYOND M PLAM. GABLES WITH 38MM x 38MM CONT. L75x75x6 150MM PLAM. GABLE BEYOND SD_ RECESSED FASTENERS. 13MM TEMPERED SOLID MAPLE EDGE PAINTED GLASS SHELF WITH /—CHAMFERED EDGES 50MMO STEEL 19MM x 150MM x CONT. L75x75x6 150MM PLAM. POST PAINTED C/W 19MM PLAM. LEVELING FOOT DOOR PAINTED Ln In 50MM 0 STEEL Z COLUMN PAINTED _PLAM. DRAWER _7 CABINET BEYOND _J z \_CERAMIC TILE RECESSED PILASTER r- STRIPS C/W LEVELING FOOT 1 M PLAM. ADJUSTABLE -6MM TEMPERED GLASS SHELF BACK SECURED M ALUMINUM ANGLE WITH 19MM PLAM. BOTTOM RECESSED FASTENERS 13MM PLAM. 19MM PLAM. KICK KICK K�2� ELEVATION �A203) 1:50 SECTION 69'� SECTION SECTION 5 SECTION ��O2 1:10 �12 1:10 �O2 1:10 1:10 3&64 SOLID MAPLE TRIM ANCHORED TO WALL WITH RECESSED SCREWS. MATCHING WOOD WALL PLUGS LINE OF PARTITION r14 15 19 PLAM. M, � A902 CONT. 3804 SOLID 450 MAPLE TRIM 0 ALL 10 EXPOSED EDGES NO. REVISIONS DATE BY 19 PLAM. 19MM PLAM. C-4 CONT. I9xI 25 NOTCHED RAIL DOOR & VERT. STEEL 500 SECURED TIO SUPPORT 1, 500 t OF PLAM WITH COLUMN FLUSH SCREWS 6MMI MELAMINE PANTED C BACK "—CONT. 19x125 r6 ELEVATION NOTCHED RAIL. Z SECURED M WALL, A203 1:50 1:50 CENTRELINE MONO 25 WITH FLUSH SCREWS HOLDERS (TYP-) z LINE OF ARTTTION PROJECT: 13MM PLAM. ADJUSTABLE SHELF BRIAN McFARLANE 19 PLAM. K LINE_ OF HOCKEY MUSEUM PARTITION 8 L 19MM PLAM. 0 GARNETT B. RICKARD ARENA 2440 KING ST. W., BOWMANVILLE \_M0N0 25 HOLDERS SECURED M PLAM. LIGHT FIXTURE MUNICIPALITY OF CLARINGTON 0 0 0 a WALL MOUNTED MIRROR 19 PLAM. C/W MOUNTING RAILS LO 610 DRAWING: C" Cm SEAM STEEL 762 MILLWORK SECTIONS EQ. B cum 137 38 19MM PLAM BACK AND SIDE 610 2110 PAINTEI) AND DETAILS SPLASHES (AS REQUIRED) 610 19MM PLAM COUNTER 19MM MAPLE 5 VENEER PLY t5N� ELEVATION COUNTER TOP A'SS00 �A203) 1:50 19 PLAM. TOP 38MM x 38MM 00 SEALANT '7- SOLID MAPLE EDGE OF 177 5M1M REVEAL. 13 R IT BENT PLATE BRACKETS DRAWER S . RY AT 90OC/C. LAG TO 19MM PLAM. RAILS 9 PLAM. GABLES SOLID WD BLOCKING ICF.N BEYOND 387 X 13 PLAM. BACK —19 FNED RAM. PROVIDE 19MM PLAM. CLOSURE AT COUNTER END All DRAWER SHELF 1 i I)OC CoffmL BARRY- BRYAN DESIGN BY: 38= WD. SCREWED AT C4 0 0 0 0 DATE ww 6MM REVEAL BACK OF PLATE PLAM DRAWERS ASSOCIATES PANT FINISH 0 0 0 %COMFLM' 19 x 19 WITH LOCK AND (1991) LIMITED DRAWN BY: PLAM. DOOR FS "� 6 10 DRAWER PULLS 7 10 14 '1 0 0 0 Architects LMQ/CM DRAWER 13MM PLYWOOD BETWEEN i I SIMM PLAM. 0 0 19 PLAM. DOORS 0 0 0 Engineers CHECKED BY: INRIAL STUDS AT ALL ANCHOR L c DOOR PULLS. GABLES BEYOND Landscape Architect CM/WW LOCKS, HINGES & POINTS 90 — 1 475 Project Managers DATE: BUMPER PADS. LINE OF MIN. CLEARANCE BARRIER FREE 150 REQUIRED FOR BAI A 1200 0 550 11 Stanley Court,Unit 1 OCT. 2005 Cm 13MM PLAM. ACCESSIBILITY IR Whitby Ontario Li N 8P9 9 PLAM. BASE 8 KICK SCALE: \-1 9 PLAM. BOTTOM — % Tel: (905)666-5252 AS SHOWN Di r ,��650 650 P65 650 650 650 Fax: (905)666-5256 FILE: 0 65D 610 "W: bba@bba-wcheng.com 04103 A901-A902.DWG \--ME OF FLOOR SLAB 5 19 PROJECT NO: DRAWING NO: xz� = =_LE FWW7169 7q� I-T71 DETAIL SECTION OF VANITY SECTION r4 **)ll ELEVATION ELEVATION 04103 A902 rl 3� SECTION K'10 1:10 1:50 \1�01 1:50 1:10 -Y\A902) i:lo \1,1�01 — CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED ABBREVIATIONS UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT iS FORBIDDEN. GENERAL LAB O N GRADE MASONRY ® DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED CONCRETE S STRUCTURAL STEEL DISTANCE TO TOP OF BEAM IF INSIDE FACE AND SEALED BY THE CONSULTANT. 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM M THE EL FOOTING FROM DATUM REQUIREMENTS OF THE ONTARIO BUILDING CODE, LATEST EDITION 1. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST 1. CAST SLAB ON GRADE ON 200 MIN CRUSHED STONE AND 1. 00 MASONRY WORK IN ACCORDANCE WITH A371 EXCEPT WHERE ELEVATION OF FLOOR OR iNCL INCLUDING AND THE OCCUPATIONAL THE HEARTH AND SAFETY ACT/REGULATIONS EDITION OF CAN/CSA-A23.1 TRUCTI N AND CONFORM T23.3 WITH THE COMPACTED SUB-GRADE IN ACCORDANCE WITH THE SOIL REPORT. 1. STRUCTURAL STEEL HSS TO BE G40.21M-35OW CLASS C. SPECIFIED OTHERWISE. ROOF FOR CONSTRUCTION PROJECTS. FOLLOWING PROVISION: W SECTIONS M BE G40.21 M-350W. A L OTHERS TO BE TNT INTERIOR 2. PROVIDE SAWCUT WITHIN 6 TO 18 HOURS AT MAX SPACING OF G40.21 M-30OW 2. PROVIDE TEMPORARY BRACING OF MASONRY WORK UNTIL l� DISTANCE TO TOP OF SLAB 3000mm EACH DIRECTION. CUT 1/3 DEPTH OF SLAB AND FILL PERMANENT LATERAL SUPPORT IS IN PLACE FROM FLOOR ELEVATION L STEEL ANGLE 2. CONFORM TO OWNER'S GENERAL SPECIFICATIONS INCLUDING ALL DESIGN STRENGTH EXPOSURE JOINT WITH APPROVED MASTIC JOINT FILLER 2. ANCHOR BOLTS TO BE ASTM F1554 CONFORMING TO CSA W59 LB LOW BEAM SAFETY REQUIREMENTS. LOCATION (28 DAYS) SLUMP CLASS AND W44 FAR WELDING 3. MATERIALS SHALL BE KEPi CLEAN AND DRY. # DENOTES COMPOSITE STEEL 3. SITE VERIFY ALL DIMENSIONS AND LEVELS. 3. DO NOT CAST SLAB MORE THAN 30 METRES IN LENGTH IN EITHER FOOTINGS 25 MPa 75 mm F-2 DIRECtiON 3. FABRICATroN, ERECTION AND WORKMANSHIP SHALL CONFORM TO 4. cEMENnTIOUS MATERIAL AND AGGREGATES SHALL BE STORED IN LG LONG Leading the Way 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO FOUNDATION WALLS AND CSA S18.1 ACCORDANCE WITH REQUIREMENTS OF CAN A23.1 -� DIRECTION OF SLOPE 25 MPa 75 mm F-2 4. MAINTAIN MINIMUM SPECIFIED THICKNESS AT ALL DEPRESSIONS LL LIVE LOAD (kN/m2) THE EXISTING BUILDING AND EQUIPMENT AND REPAIR SAME TO PIERS AND CHANGES IN ELEVATIONS 4. ALL WELDING SHALL CONFORM TO CSA W59 AND SHALL BE 5. WHEN AIR TEMPERATURE IS BELOW 5 DEGREES CELSIUS Q SHORING LOAD IN kN LL LOWER LAYER THE SATISFACTION OF THE OWNER AND CONSULTANT. SLAB ON GRADE 25 MPa 75 mm ' PERFORMED BY A WELDER QUALIFIED UNDER CSA W47 MAINTAIN TEMPERATURES OF FRESHLY PLACED MASONRY AT NOT NO. ISSUES DATE BY 5. KEEP THE SITE THROUGHOUT THE WORK AREA IN A CLEAN AND SUSPENDED SLABS, STAIRS 5. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT AND LOCATION AB ANCHOR BOLT ORDERLY CONDITION AT ALL TIMES TO THE SATISFACTION N THE U.N.O. 25 MPG 75 mm OF ALL FINISHES AND DEPRESSIONS. 5. ALL EXPOSED STEEL MEMBERS SHALL BE HOT-DIPPED LESS THAN 5 DEGREES C. FOR 24 HOURS BY MEANS OF COVERS, LLH LONG LEG HORIZONTAL GALVANIZED. ALL OTHER STEEL MEMBERS SHALL BE PANTED WITH ENCLOSURES AND SUPPLEMENTARY HEAT. At FACTORED AXIAL LOAD (kN). 1 ISSUED FOR BUILDING PERMIT do TENDER 202005 '� OWNER, EXTERIOR ONE SHOP APPLIED COAT OF PRIMER. SPOT PRIME ALL WELDED LLV LONG LEG VERTICAL 35 MPa U.N.O. 75 mm C-1 CARRY OUT MASONRY WORK WITHIN ENCLOSURES AND WITH + INDICATES TENSION, 6. THE LATEST EDITION OF ALL CODES AND STANDARDS SHALL BE (STAIRS & RETAINING WALLS) MINIMUM WALL REINFORCING AUXILIARY HEAT PROVIDED TO MAINTAIN A MINIMUM AIR - INDICATES COMPRESSION MAX MAXIMUM USED 6. REMOVE PAINT FILM FROM ALL STEEL SURFACES M BE WELDED. TEMPERATURE WITHIN ENCLOSURE OF 5 DEGREES C. METHOD OF UNLESS NOTED OTHERWISE SPOT PRIME AS REQUIRED. AFF ABOVE FINISHED FLOOR 2. THE CLEAR DISTANCE BETWEEN REINFORCING STEEL AND SURFACE ) STORE AUXILIARY HEATING ITS W NOT BE DETRIMENTAL R THE WORK. MCx MOMENT CONNECTION PA HAVE OF CONCRETE SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE STORE MASONRY UNITS WITHIN ENCLOSURE BEFORE USE. MINIMUM ALT ��� FACTORED MOMENT CAPACITY FOUNDATIONS 1. THE FOLLOWING REINFORCEMENT SHALL BE PLACED IN CONCRETE 7, ALL CONNECTIONS SHALL BE WELDED. USING E48OXX ELECTRODES TEMPERATURE OF MASONRY UNITS OF 5 DEGREES C. WHEN LAID. IN 'x kNm WALLS NOT DESIGNATED AS SHEARWALLS UNLESS SHOWN OR BOLTED USING ASTM A325 HIGH STRENGTH BOLTS. ARCH ARCHITECTURAL _ 1. ALL FOOTINGS SHAT BEAR ON UNDISTURBED NATIVE SOIL AS LOCATION CLEAR COVER OTHERWISE. B. SAND SLOWLY AND EVENLY. DO NOT USE SCORCHED SAND, MECH MECHANICAI. 8. ALL BEAM CONNECTIONS TO BE TWO-SIDED UNLESS NOTED OR HAVING A REDDISH CAST, IN MORTAR. B BOTTOM APPROVED BY THE GEOTECHNICAL CONSULTANT. REPORT ANY 75mm (UNDERSIDE) MQZ MEZZANINE DOUBTFUL BEARING CONDITIONS TO THE STRUCTURAL ENGINEER FOOTINGS 50mm (TOP AND ENDS) WALL VERTICAL BARS HORIZONTAL VERTICAL � �� HEAT WATER TO 70 DEGREES C. MAXIMUM, 20 DEGREES C. CAMx CAMBER IN 'x mm BEFORE PLACING FOOTINGS THICKNESS BARS EACH END 9, PROVIDE DRAINAGE HOLES M ARCHITECTS APPROVAL IN ALL MINIMUM. MIN MINIMUM 40mm EXPOSED EXTERIOR HSS FRAMING CB COLUMN BRACE 2. OBTAIN GEOTECHNICAL CONSULTANT'S APPROVAL OF BEARING WAILS 50mm AGAINST EARTH (20M BAR OR GREATER) 150 100 450 10 0 330 1-15M AFTER COMBINING HEATED INGREDIENTS MAINTAIN TEMPERATURES MISC MISCELLANEOUS CONDITIONS PRIOR M PLACING FOOTING CONCRETE 40mm AGAINST EARTH (15M BAR OR GREATER) 200 10 0 500 E.F. 10 0 500 E.F. 2-15M 10. PROVIDE 12mm CAP PLATES ON AL HSS COLUMNS UNLESS OF MORTAR BETWEEN 5 DEGREES C. AND 50 DEGREES C. UNTIL NOTED AND 6mm CAP PLATES ON ALL HSS BEAMS UNLESS USED. C/C CENTRE TO CENTRE Elf FACTORED MOMENT (kN-m) 3. MATERIALS FOR BACKFiLL SHAT BE GRAN 'A' AND GRIN 'B' 25mm TOP BARS 250 10 O 500 F. 10 0400 E.F. 2-20M NOTED Cf FACTORED COMPRESSION (kN) CONFORMING TO OPSS STANDARDS COMPACTED TO 98% STANDARD SLABS 25mm BOTTOM BARS 275 10 0480 E.F. 10 0360 E.F. 2-20M PROTECT MORTAR FROM RAN AND SNOW. MTf FACTORED TORSION (kN-m) PROCTOR MAX. DRY DENSITY 11. WHERE A STRUCTURAL STEEL SHAPE SHOWN ON THE DRAWINGS S 6. MAINTAIN DRY BEDS FOR MASONRY AND USE DRY MASONRY UNITS CJ CONTROL JOINT NIC NOT IN CONTRACT PIERS 40mm TO TIES 300 10 0440 F.F. 10 0 330 E.F. 2-20M UNAVAIIABLI:, A SHAPE OF EQUAL OR GREATER SECTION ONLY. DO NOT WET MASONRY UNITS N WINTER. 4. ALL PIERS AND FOOTINGS UNDER COLUMNS TO BE CENTRED PROPERTIES AND STRUCTURAL CAPACITY SHAT BE SUBSTITUTED, UNDER COLUMNS UNLESS NOTED OTHERWISE ON THE PLAN. 350 10 0380 E.F. 10 0 280 E.F. 2-20M UPON APPROVAL BY OWNER AND CONSULTANT AT NO EXTRA COST COON CONNECTION 3. DETAIL REINFORCING STEEL IN ACCORDANCE WITH "REINFORCING 400 15 0 500 F.F. 15 0 500 E.F. 2-20M 7. MAINTAIN AT WORK AREA, THERMOMETERS TO MONITOR AND VERIFY NF NEAR FACE STEEL MANUAL OF STANDARD PRACTICE' LATEST EDITION 12. THE CONTRACTOR SHALL PREPARE AND SUBMIT M THE MATERIAL AND AIR TEMPERATURES. COAT CONTINUOUS NT5 NOT TO SCALE 4. REINFORCING BAR SPLICES FOR DEFORMED BARS: CONSULTANT FOR REVIEW SIX (6) COPIES OF ERECTION DIAGRAMS CL CENTRELINE �4IE: AND SHOP DRAWINGS, STEEL MEMBERS, CONNECTIONS, ANCHORS, B. HOT WEATHER REQUIREMENTS: OF OUTSIDE FACE COLUMNS - COMPRESSION LAP UNLESS NOTED PROVIDE 1-15M AT TOP AND 1-15M AT BOTTOM OF EACH WALL ELEVATIONS AND DETAILS. WAILS - CLASS 'B' TENSION SPLICE UNLESS NOTED UNLESS SHOWN OTHERWISE. PROTECT FRESHLY LAID MASONRY FROM DRYING T00 RAPIDLY BY C/W COMPLETE WITH (INCLUDING) OPP OPPOSITE ALL OTHERS - CLASS 'B' TENSION LAP UNLESS NOTED PROVIDE MINIMUM 2-20M VERTICAL. AT EACH END AND CORNER OF 13. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY A MEANS OF WATERPROOF, NON-STAINING COVERINGS. ALL WALLS WiTH CLASS 'B' TENSION LAP UNLESS SHOWN OTHERWISE PROFESSIONAL ENGINEER IN THE PROVINCE OF ONTARIO. COL COLUMN OWSJ OPEN STEEL JOIST 5. ALL REINFORCING STEEL SHAT BE DEFORMED HARD GRADE BILLET 9. KEEP MASONRY DRY USING SECURE WATERPROOF, NON-STAINING STEEL CONFORMING TO CSA G30.18 GRADE 400 COVERINGS THAT EXTEND OVER WALLS AND DOWN SIDES CONIC CONCRETE p POINT LOAD SUFFICIENT M PROTECT WALLS FROM SNOW RAiN AND DIRT, UNTIL 6. WELDED STEEL WIRE FABRIC, PLAN TYPE CONFORMING TO CSA STEEL DECK �,EN PERMANENT COMPLETED D PROTECTED THINGS OF COAT CONTINUOUS PB STEEL BEAM BY G30.5M DB DIAGONAL BRACE PRE-ENGINEERED CONTRACTOR 7. STRUCTURAL GROUT SHALL BE NON-SHRINK, NON METALLIC 1. STEEL DEC( SWILL BE SPOT WELDED TO STRUCTURAL STEEL BY 10. CONCRETE BLOCK-MODULAR CONFORMING M CSA A165 FOR COLUMN BY M-BED STANDARD PREFIX BY SIKA OR APPROVED EQUAL 19=0 FUSING WELDS SPACED AT 300mm CENTRES, WITH A CONCRETE MASONRY UNITS. DIET DETAIL PC STEEL. WELD ON EACH SIDE OF A SIDE LAPPED JOINT UNLESS PRE-ENGINEERED CONTRACTOR DIA DIAMETER B. NO ADDITIONAL WATER SHALL BE ADDED AT THE JOB SiTE OTHERWISE NOTED. 11. H/20/A/M CONCRETE MASONRY UNITS, AUTOCLAVED AT ALL LOAD CONCRETE WHICH HAS BEEN WATERED OR DOES NOT MEET BEARING MASONRY WALLS. PC PRECAST CONCRETE CONCRETE WHICH SHALL S BE REJECTED BY THE GENERAL 2. STEEL DECK SHALL HAVE ADEQUATE CAPACITY TO SUPPORT LOADS DIAG DUrGONAL CONTRACTOR. GPM ON DRAWINGS. 12. H/15/A/M CONCRETE, MASONRY UNITS, AUTOCLAVED AT ALL PL PLATE 9. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE 3. STEEL DECK CONTRACTOR SHALL REINFORCE DECK FOR ROOF LOCATIONS UNLESS NOTED OTHERWISE. DIM DIMENSION PROJ PROJECTION CONSULTANT FOR REVIEW SIX AR COPIES OF REINFORCEMENT OPENINGS 150 TO 460mm SQUIRE ON SITE. LARGER OPENINGS 13. SPECIAL UNITS, CORNER !LOCKS, FILLERS, BOND BEAM AND DL DEAD LOAD (kN/m2) RD ROOF DRAIN SHOP DRAWINGS INCLUDING CONNECTION, ANCHORS, ELEVATIONS TO BE TRIMMED WiTH C100x8 BY STRUCTURAL CONTRACTOR LINTEL BLOCKS AND THE LIKE AS MAY BE REQUIRED. DN DOWN REINF REINFORCING AND DETAILS 10. ALL CONCRETE REINFORCEMENT MUST BE PROPERLY CHAIRED WITH 14. MASONRY REINFORCING SFWl BE "BLOK-IRIS' HEAVY DUTY, HOT APPROVED BAR SUPPORTS. STEEL JOISTS WIDTHHSS rfLV SS THAN �6�D THICKNESS. INSTAOSS IN DO � REV REVISION REINFORCING IN BOTTOM 2 BED JOINTS AND AT 16' C/C DWG Rf FACTORED VERi1CAl REACTION 11. BAR SUPPORTS SHALL BE MADE OF PRECAST CONCRETE BLOCK, 1. STEEL JOIST AND BRIDGING TO EE IN ACCORDANCE WITH CAN/CSA VERTICAL IN REMAINDER OF WALL USE FABRICATED CORNER AND DWL DOWEL (kN) PLASTIC OR WIRE. BAR SUPPORTS OVER 200mm IN HEIGHT SWILL S16.1 LATEST EDITION AND CSA-S136 LATEST EDITION WITH TEE SECTIONS FOR CONTINUOUS REINFORCEMENT AT CORNEAS BE MADE OF BENT OR WELDED STEEL BAR. BRIDGING TO SUIT JOISTS. AT EDGE, EXTEND BOTTOM CHORD AND INTERSECTING WALLS. DO NOT PASS THROUGH MASONRY OPINING BRIDGING TO TOP FLANGE OF EDGE BEAM. WHERE NOTED, CONSTRUCTION JOINTS. EA EACH 12. BAR SUPPORTS SHALL BE SUFFICIENT IN NUMBER AND IN PROVIDE BOTTOM CHORD EXTENSIONS TO BOTTOM FLANGE OF EC EPDXY COATED REINFORCING SDL SUPERIMPOSED DL (EXCLUDING STRENGTH TO PREVENT DISPLACEMENT BY WORKERS OR SUPPORTING CANTILEVERED BEAMS 15. PROVIDE 1-15M FULLY GROUTED INTO CORES AT SIDES OF AL SELF WEIGHT) (kN/m2) EQUIPMENT BEFORE AND DURING PLACEMENT. OPENINGS IN MASONRY WALLS AND EACH SIDE OF ALL CONTROL 2. JOIST DESIGNER SHAT BE RESPONSIBLE FOR CONNECTIONS JOINTS U.N.O. EE EACH END SF STEP DOWN FOOTING BETWEEN BRIDGING AND SUPPORTING AND/OR MASONRY EF EACH FACE STRUCTURE. BRIDGING SHALL NOT TRANSMIT OUT-OF-PLANE 16. MORTAR MATERIALS, AGGREGATE, HYDRATED LIME TO CONFORM M SIM SIMILAR FORCES TO LATERALLY UNSUPPORTED BEAMS/COLUMNS OR TO CSA A179. CEMENT- NORMAL PORTLAND TO CAN345-93 OR ELEC ELECTRICAL WALLS. BRIDGING CONNECTIONS TO HOLLOW CONCRETE BLOCK MASONRY CEMENT TO CANS-AB. STD STANDARD SHALL USE 'HILTI HIT H420 SLEEVE' ANCHORS (MIN 2 PER ELEV ELEVATION CONNECTION OR APPROVED EQUIVALENT) AMOUNTS SHALL BE MEAN, POTABLE AND FREE OF DELE1Qti0US STIFF STIFFENER AMOUNTS OF ACID, ALKALIS OR ORGANIC MATERIALS. EQ EQUAL 3. MECHANICAL LOADING ALLOWANCES SHOWN ON THE DRAWING ARE STL STEEL FOR DESIGN PURPOSES ONLY. THE CONTRACTOR SHALL BE TYPE 'S' MORTAR SHALL BE USED FOR ALL MASONRY WORK ES EACH SIDE RESPONSIBLE FOR ENSURING THAT THE LOADS USED BY THE STRICT STRUCTURAL JOIST DESIGNER ACCURATELY REFLECT THE WEIGHTS OF PIPES, 17. CONCRETE FILL TO BE 20 MPA IN ACCORDANCE WITH CAN3-A23.1 EW EACH WAY DUCTS AND OTHER EQUIPMENT BEING INSTALLED T TOP 18. CAULKING SHALL BE URETHANE, SILICONE OR MONOLASTOMERIC EXIST EXISTING 4. CAMBER JOISTS FOR DEAD LOAD SEALANTS Tf FACTORED TENSION (kN) IXP Jr EXPANSION JOINT 5. WHERE CONCENTRATED LOADS DO NOT INTERSECT OWSJ PANEL 19. SET BASE PLATES ON MASONRY ON NON-SHRINK GROUT. THK THICKNESS POINTS, PROVIDE ADDITIONAL JOIST WEB DIAGONAL BETWEEN EXT EXTERIOR CONCENTRATED LOAD AND NEAREST PANEL POINT ON OPPOSITE 20. FIRST COURSE OF MASONRY TO BE LAID iN A FULL BED OF TJ TiE JOIST CHORD (BY OWSJ DESIGNER) MORTAR AND FILL BLOCK SOLID. ALL OTHER COURSES TO BE LAID FD FLOOR DRAIN WITH FACE SHELL BED AND HEAD JOINTS. T.O. TOP OF 21. PARAPETS CONSTRUCTED OF MASONRY SHALL BE CONSTRUCTED FDN FOUNDATION TOS TOP OF STEEL OF SOLID UNITS OR OF HOLLOW UNITS AND THEIR CORES SHALL FF FAR FACE BE FILLED SOLID. TYP TYPICAL FIN FINISHED UL UPPER LAYER FL FLOOR LINO UNLESS NOTED OTHERWISE FIG FOOTING U/S UNDERSIDE GA_V GALVANIZED VB VERTICAL BRACE GND GROUND V VERTICAL H8 HIGH BEAM HC HOLLOW CORE SLAB Vf FACTORED SHEAR (kN) VSC VERTICAL SLOTTED HK HOOKED BAR CONNECTION H OR HORIZ HORIZONTAL WPL WALL PLATE HSC HORIZONTAL SLOTTED WWF WELDED WIDE FLANGE CONNECTION HSS HOLLOW STRUCTURAL SECTION WNm WELDED WIRE MESH NO. REVISIONS DATE BY STRUCTURAL DRAWING LIST S101 GENERAL NOTES AND ABBREVIATIONS S102 TYPICAL DETAILS PROJECT: S201 FOUNDATION PLAN AND COLUMN SCHEDULE BRIAN McFARLAN E S202 ROOF FRAMING PLAN AND ELEVATIONS HOCKEY MUSEUM S501 SECTIONS GARNETT B. RICKARD ARENA 2440 KING ST. W., BOWMANVILLE MUNICIPALITY OF CLARINGTON DRAWING: GENERAL NOTES AND ABBREVIATIONS QPOFESSI q u Y. H. CH :UNG • MACE Of oh BARRY-BRYAN DESIGN BY: WC CONWL DAM ASSOCIATES AC (1991) LIMITED DRAWN BY: %COMM Architects MER Engineers CHECKED BY: INmi1 Landscape Architect AC Project Managers DATE: 11 Stanley Court,Unit 1 OCT 2005 Whitby Ontario L1 N 8129 SCALE: Tel: (905)666-5252 N.T.S. DI Fax: (905)666-5256 rfinell: bba@bba-archeng.com FILE: 041035101 PROJECT NO: DRAWING NO: 04103 S101 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. OWSJ OR STEEL BEAM DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED REFER TO PLAN AND SEALED BY THE CONSULTANT. ANCHOR BOLTS PLACE WITH TEMPLATE I I I I I N6TIO L5Ox5Ox6 BRACE EVERY ' MIN 75ATE SECOND JOIST TO PANEL a MIN 75 CONIC COVER Leading the Nay POINT 9 W DATiIM ENE — ��7f NO ISSUES DATE BY FOR JOIST SPACING UP TO 1.8m FOR OPENING LE(6'-1) USE C150x12 (C6x8.2) 1m (3'-3' USE FOR LARGER REFER TO PLAN ANGLES (2 ,/2x 50 GROUT U.N.O. 1 ISSUED FOR BUILDING PERMIT do TENDER NOV. AC FROM 1 m TO 1.8 2 2005 5'-111 USE C13 - DOWELS AND TIES CONIC. FOOTING (C5x6.7) v 50 a 1200 MIN PIER L125x75x6 x 200 LG (UN) BOND BEAM AT TOP COURSE LINE OF EQUIPMENT FOOTING C d 2-15 M B CONT (TYP) d EACH SIDE OF WALL 0 1800. ° WELD TO BEAM ' 0 300 d' ° HOOKED WHEN NOTED d 6. 75 COVER d ROOF MOUNTED FRAME BY /,� . .� .� . , ��_ d UNDISTURBED SOIL WALL DIRECTLY BENEATH _ MECHANICAL CONTRAiCTOR DIRECTLY ON STRUCTURAL STEEL FOR STEEL COLUMNS STEEL BEAM �� � � NOTES:STRUCTURAL CONCRETE SLAB ON DECK OR DRAWINGS FOR ROOF OPENING d 1. A = DISTANCE TO UNDERSIDE OF BASE PLATE GIVEN ON STEEL COLUMN ° , d V-PAN SUPPORT SIZE SCHEDULE C - DEPTH ° + 50mm GROUT ...' ...' . •. , . ....•,. .'.. ?' ,., ,'�....,, ,.. , OF PIER INDICATED AS A MINIMUM FOR THE CONDITIONS ASSUMED . IF ACTUAL FIELD CONDITIONS VARY, THE PIER SHALL BE ADJUSTED AS DIRECTED D - DEPTH OF FOOTING GIVEN ON FOUNDATION PLAN OR FOOTING SCHEDULE d a 1. TOP OF ALL TRIMMING STEEL TO BE AT THE UNDERSIDE OF METAL ROOF DECK, UNLESS OTHERWISE NOTED. 2. 4-15M DOWELS MAY BE OMITTED IF COLUMN DOWELS EXTEND 150 OR MORE INTO THE FOOTING 2. LOCATION OF ALL MECHANICAL UNITS AND OPENING THROUGH ROOF IS BASED JL ON INFORMATION SUPPLIED BY MECHANICAL DRAWINGS. THE STRUCTURAL STEEL 3. MAINTAIN SLOPES AS SHOWN IN FOUNDATION NOTES TO EXCAVATIONS FOR 250 L55x55x5 BRACE TO 53 MECHMANICALR CONTRACTOR. OWSJ MUST BE DESIGNED FOR ADDITIONAL LOADS FROM ADJACENT FOOTINGS AND TRENCHES ADJACENT JOISTS AT MECHANICAL UNITS. IF LOCATION OR DETAILS VARY FROM THOSE SHOWN THE PANEL EACH LlOOx75x6 SIDE LILY X L 0 ANC ENGINEER �BE INFORMED AND INSTRUCTIONS RECEIVED BEFORE a CONCRETE PIER AND 4 TYPICAL STEP FOOTING EACH SIDE OF WALL 0 1800 C/C WELD To JOIST 3. THE STRUCTURAL STEEL CONTRACTOR SHOULD SUBMIT ERECTION DRAWINGS TO S102 1:20 COLUMN FOOTING S102 1:20 BOND BEAM AT TOP COURSE THE MECHANICAL ENGINEER AND OR CONTRACTOR FOR APPROVAL OF SIZE AND 2-15M B CONT (TYP) LOCATION OF OPENINGS FOR MECHANICAL UNITS. 100 MIN OR DIA OF PROVIDE ADDITIONAL 10M WALLS ALIGNING FLOOR TO FLOOR 13 ROOF OPENING FOR A/C AND HEATING UNITS `"' AD'j"C°� °WALL REINFORCING (WHICHEVER IS GREATER) IS INSUFFICIENT: EXTEND NOT FIRE RATED S102 N.T.S. MIN PAST SLEEVE TOP AND 450 MIN BOTTOM 2-20M HORIZ EACH %\ BLOCK BEYOND STOPS 50mm FACE ADDITIONAL FROM U/S OF DECK 50 LONG WELDED TO COLUMN EXCAVATION 300 % \ C1 00x8 0 1800 C/C. WELD b TO JOIST TOP CHORDS LIMN COL 'moo ., .. i 00 %I - -- - ' 500 MIN 500 MIN 7 \� i 10 LOWER FOOTING TO 10 NOTE: 77 AT SLEEVES THROUGH MASONRY MAINTAIN 7:10 SLOPE ELEV ELEV PLAN FOUNDATION WALL GREATER L100x75x6 LLV X 200 LG COUPLING AT OOVER 200 PER PROVIDE TIL�°"o BEM /00" 3 TYP SLOPE BEWTEEN ADJACENT EXCAVATIONS BOND BEAM AT TOP COURSE EACH SIDE OF WALL 0 1800 EACH END 2-15M B CONT (TYP) C/C WELD TO CHANNEL ° ° ° ° ° ° 20x20 RECESS 5102 N.T.S. 3Bx5 PLATE 0 WY C/C. AT MASONRY JOINT 'e . 'd ' .e FDR MU(IING WALL PARALLEL I,�: STRAP ANCHORS SUPPLIED BY STRUCTURAL STEEL TRADE ° ° d TO JOIST NON-BEARD PART TIONNSS MAY BE THAN rn� WALL TMI�1ES5'AND �2 BLOCK ANCHORAGE TO STEEL FRAMING ° CONTROL JOINT (SAWCUT) INTERSECTED AT EACH END BY LATERALLY ° BRACED WALLS. 5102 N.T.S. $.. INTERIOR FACE 5 SPECIFIED JOINT BLOCK BEYOND STOPS 50mm 2. REFER TO ARCH DRAWINGS FOR ° ADDITIONAL CLOSURE FRAMING AT FlU.ER / 'EXPOSED STRUCTURE' AREAS ° PUDDLE FLANGE FROM U S OF DECK ° ctl CONC. SLAB ° IN DOWELS ° M� 25 600 C/C SLEEVES TH RU WALL NOTES: - -- gar �01 N.T.S. 1. SAWCUTTING SHALL BE CARRIED OUT WITHIN 6 TO 18 HOURS OF KONG CONCRETE. WITH MORTAR CONNTTABIN IS 30 DAYS N CEMENT, SAND BONS AGENT, OR AS NOTED IN FILL ° d SPECIFICATIONS 4 50/MIN D/3 3. SPACE SAWCUTS AT 3000mm MAX d a ° 100 MIN DS450 ° d' 150 MIN D>450 2ND POUR 28 � DAYS AFTER SLAB L100x75x6 LLV X 200 LG a ` " IS POURED) BOND BEAM AT TOP COURSE pM ° EACH SIDE OF WAIL 0 1800 e ° ° ° d ° e 2-15M B CONT (TYP) C/C WELD TO CHANNEL TON CONE. ° ° °.. °d ° °° d� °° SAWCUT AS CLOSE TO e d ° N ° d 610 ° a o ° COLUMN (OR WALL) AS ° 12mm ASPHALT LL PERPENDICULAR d FOUNDATION WALL BEAMS REGIEr FOR ARCHITECTURAL IMPREGNATED FIBRE WA CONCRiTE ONLY (MAID WAALLS) `U NO. REVISIONS DATE BY TO JOIST ° 1ST 2ND ° POUR POUR SAWCUTS 0 3000 C/C MAX AND AS CLOSE TO 5 LATERAL SUPPORT FOR INTERIOR COLUMN As PRACTICAL FORMED JOINT �� SECTION AT DOORS H/6 H/3 DIAMOND OR �01 N.T.S NON-LOADBEARING WALLS 50 MIN 00 MIN S 02 1:10 L150 MIN H>,75 Nom' � DETAIL A OR B ° ° DETAIL A DETAIL B STEEL LINTELS FOR NON-LOAD BEARING MASONRY ° ° IF MORE THAN 6'-W ° d, ,A = e CLEAR SPAN NOTES STEP FOOTING TO MAINTAIN WALL FOOTING d �� 4. THICKNESS UP TO 1200 1200 TO 1800 1800 TO 2400 2400 TO 3000 DETAIL 1. CONNECT ANGLES AT 600 (241 C/C 6'-0' SPAN _ d ° ° PROJECT: 90 VENEER L9ox9ox6 L1oox9ox8 ,-L125x9ox8 1-L,5ox9ox,o L WELDING I OF ANGLES REST FOR ARICH�ECTURAI. 2 TYP I CAL S LAB SAWCUT OR MORE. USE 161 (5/8' BOLTS OR SLABS AND WALLS CONCRETE ONLY BRIAN McFARLANE 140 2-L65x65x6 2-19ox65x6 2-L9ox65x8 1-L9Ox65x10 JL HOR z� 6x50 LDNG WELDS. �� .:'.,,.,..., ... , : ,\�/ //\�//,�/� , 2ND s �02 N.T.S HOCKEY MUSEUM 190 2-Ll)Ox75x6 2-L90x90x6 2-L100x90x8 1-L125x90x8 90 LEGS OPENINGS IN MASONRY WALLS MECH \//.. p . ° p s' , De /\ 2' DRY-PACK POUR POUR HORIZ NM OTHERWISE ON PLAN. �� e ° , IF FOOTING CONSTRUCTED CONSTRUCTION JOINT GARNETT B. RICKARD ARENA 240 ,-L1OOX75x6+ 1-L1OOx100x6+ 1-L1OOx1OOx8+ 1-L1OOx150x8+ 100 0 125 �\ ' a., eD ? D .s �! BEFORE BACKFILL Is KEY T/3 �° 2440 KING ST. W., BOWMANVILLE 1-L125x75x6 1-L125x75x6 1-L125x90x8 1-L125x125x8 LEGS HORIZ ,' ° G4 \\� , a CONCRETE R s STANDARD KEYS AT CO N ST. J O i NTS NAM 290 3-L9Ox75x6 3-L9Ox90x6 3-LIOOMx8 3-025x90x8 JL L %\� //� EXCAVATION RUNS 5102 N.T.S. ° ° �If�1M�1•e ~ MUNICIPALITY OF CLARINGTON PERPENDKXULAR TO dt ° ° °' d' e. MR OTHER CASE FOOTING. ° MASONRY LINTELS FOR NON-LOAD BEARING MASONRY �j, / GIVEN IN NOTE Is TOP do BOTT. REINF. FOR BLOCK THICKNESS t. AND HEIGHT h ., \�//�//% GENERAL NOTES PROVIDE 230 WIDE 'CONSTRUCTION SPAN* EXTEND HORIZONTAL REINFORCING THROUGH DRAWING: f a OR EQUIV. (EXTERNAL) PVC WATERSTOP JOINT INTO SECOND POUR A DISTANCE CLEAR SPAN MASONRY WHEN EXPOSED TO EARTH OR LAGGING. EQUAL TO A CLASS 'B' LAP LENGTH ° t h As t h As t h As t h As t h As ,90 2-,OM 240 190 2-IoM 290 190 2-IoM -` GROUT MATERIALN�gND � TO TOP FOOTING OR 300 ° °. TYPICAL DETAILS GRADE UP TO 1200 90 190 1 10M 140 190 1 IoM 190 ; PIPE RUN 75 75 1200 TO 1800 90 190 1-15M 140 190 1-15M 190 190 2-1oM 240 190 2—IoM 290 190 2-10M MIN MIN 140 190 1-15M 190 190 2-15M 240 190 2-15M Z90 190 2-15M t SECOND POUR VERTU REINFORCING ° 1800 TO 2400 -q q DER CONT WALL FOOTING ° 2400 TO 3000 - - - 140 390 2-15M 190 390 2-15M 240 390 2-15M 290 390 2-15M 0 BAC KF I L L I N G UNDER ° ° CONTINUOUS POUR CONSTRUCTION Joy � 450 5102 N.T.S —' - WALL 15M 6XX) - REGLEr FOR ARCHITECTURAL CONCRETE WALL REINFORCING AT CORNERS ` SOLID BEARING ONLY. FOR CONFIGURATION REFER TO `•- MASONRY ° °v COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. FOR SEALANT, a . .4 ' 800 CONTROL JOINTS REFER TO SPECIFICATION. MAXIMUM ° D � 2-201 HILTI KAIAK J a. •. u BOLTS 100 MIN DISTANCE BETWEEN JOINTS NOT TO EXCEED ° 30.0 m UNLESS SHOWN OTHERWISE a ° ° CONSTi/R3UCfI0N JOINT ! N� III I 2t5 ------------------------- --- MAXo ° EMBEDMENT VERTICAL °`, A • �f c� GF O ° 4 d 18 . LINTEL d ° YB CLEAR SPAN ° ' ° d SECOND POUR WALL a da 4, ° 44. ° ~ MC CONRiOL 47-` d ° m REFER TO PLAN FOR .. ° . °. BARRY BRYAN DESIGN DATE COMPLEM Al WALL THICKNESS IoM o 400 °�• d ° 1 PROVIDE 430 WIDE 'SLAB SLAB REINFORCING Is ASSOCIATES REDUCED BY REBATES. L150x150x10 LENGTH OF SPAN OR EQUIV. PVC 1 a (1991) LIMITED DRAWN BY: x INCLUDE IN SPAN 1 (EXTERNAL) WATERSTOP ° ° a Architects MER ANGLE TO SUIT WALL BELOW GRADE ONLY , . ° ° Engineers CHECKED BY: �"� ALL SOLID MASONRY THICKNESS WHEN VIERS ARE LESS CONNECT TO STEEL WITH 6mm WELD TOP & BOTTOM 3-15M 175 8 a ° is Managers e DATE: THAN 600 WIDE FOR FULL LENGTH OF ANGLE STANDARD KEY BAR + BEARING LENGTH PROVIDE SHOP WELDED GALVANIZED STEEL STRAP ) ; S H ENO STEEL ANGLE UNTEIL ANCHORS AT 400 C/C FOR MASONRY ANCHORAGE TO 10M W 11 Stanley Court,Unit 1 S OCT 2005 150 (61 MINIMUM EACH (STEEL LINTELS STEEL COLUMN INTERIOR FACE Whitby Ontario-5 N 8P9 200 (8'� MINIMUM EACH END (BLOC ) CONTINUOUS POUR CONSTRUCTION �� 15M � Tel: (905j 668-5252 SCALE: BY CONCRETE REINFORCING AT INTERSECTING WALLS AS NOTED D, LINTEL SUPPORTED WALL REIN O Fax: (905)688-5256 EEL MEMBER o-mell; bbe @bba-ercheng,com FILE: OR ST HORIZONTAL 04103S102 PROJECT NO: DRAWING NO: LINTELS FOR NON-LOAD BEARI N G BLOCK WALLS 9 SLAB THICKENING DETAIL FOR INT. BLOCK WALL 5 CONSTRUCTION JOINT IN TYPICAL WALL REINFORCING 04103 5102 t4 502 N.T.S. S102 1:10 S102 N.T.S. FOUNDATION WALLS S102 N.T.S _........_._......_.. CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. -- -- -I--- -- --- ----------------------------- --------------------- FOUNDATION PLAN COPYRIGHT ECANSULTAT AND MUST BERETURNE —— COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED ———————— ——————————— UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE ——————————— 1:50 WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 1————— ——————— —————— —— ——————— -------- ----- ---- ---- - �_— +_— _---------_--_---_---- ----------------- I 1. ALL FOOTINGS SWIM. BE FOUNDED ON SOIL CAPABLE OF DRAWINLSARE NOT TOBEU USED FOR CONSTRUCTION UNTIL SIGNED I I —I r------- — SAFELY ———— —— ———— I � � I REPO BY V.& WOOD ASSOC IATES LTD. DATED SEPT 2005.F REF 14770-5-9 I 1 ' 2. ALL EXTERIOR FOOTINGS SWUl BE FOUNDED 1220 MIN I I I I I I I I I I I BELOW FINISHED GRADE I I I i I I I I I I I I I I 3. ALL INTERIOR FOOTINGS SHALL BE FOUNDED 550 BELOW I I I I 1 I I I I I I I �'7 TOP OF SLAB I I I I I L I I I I I I I I 4. SEE ARCHITECTURAL DRAWINGS FOR SLAB ELEVATIONS, I I I I I I I I I I I i RECESSES AND SLOPES Leadin!"9w I I I I I I I I I I I I I 5. FOUNDATION WAILS TO BE 225 THICK U.N.O. SEE DETAILS I I , I I I I I I I I I I ON S501 FOR REINFORCING NO. ISSUES DATE BY 6. WALL FOOTINGS TO HAVE 100 PROJECTION FROM 1 ISSUED FOR BUILDING PERMIT do TENDER NOV. AC FOUNDATION WAILS, REINFORCED WITH 2-15 CONT. 2/2005 I I i I I I I I I I I I 1 ❑ I 7. REFER TO SOIL REPORT FOR EXCAVATION SLOPE STABILITY, I I I I I I I i I I I I I L--_ _J DEWATERING, BACKFILL AND COMPACTION REQUIREMENTS. I I I I I I I I I I ALL BEARING SURFACES TO BE APPROVED BY CONCRETE 07ECHNICAL COULTANT PRIOR TO I I I I I I I j I I I I I I SUBMIT DETAILS OF PROPOSED DEWATERING,I UNDERPINNING, I BRAKING AND CONSTRUCTION SEQUENCE TO CONSULTANT I I I 1 I I I I FOR REVIEW PRIOR TO COMMENCING ANY PORTION OF I I I I I I I L------ ------------------J I I I I I WORK. I I I 1 1 I I I I I I I I I I 8. S.F. DENOTES STEPPED FOOTINGS. I I ( --------- ------- I � 1 I I I I I ————— —— I I I I I 9. SLAB ON GRADE SHALL BE 125mm THICK U.N.O. REINFORCED WITH 152x152xMW18.7xMW18.7 WWN -----I �-----------I I - --------J - --------------------J L----- I 10. PROVIDE SAWCUT JOINTS TO SLABS 0 3000 MAX C.C. SEE ------------ ----------f- - -�---J �— I TYP DETAIL ON s102 I i ----------- ---- � r- - -- -I--- ------- --------------------------------------- ------ -----J I-- ---------------- _J ------- I ———— 11. PROVIDE SLAB THK2(ENING AS PER DET S102 FOR I I ALL INTERIOR 140 NON-LOADBEARING WALLS AND STAIR I STRINGERS 12. ALL CONCRETE SHALL BE 25 MPa i I I I 13. ALL REINFORCING STEEL SHALL HAVE A MIN. YIELD I I STRENGTH OF 400 MPa I I 14. ALL FOOTINGS TO BE CENTRED UNDER CONC PIER U.N.O. I I I I I I I 15. REFER TO COLUMN SCHEDULE ON DRAWING S201 ------_--- - (---- ——————————— —— --_ r ---------------- ------- 18. REFER TO TYPICAL DETAILS ON DRAWINGS S102 - -t----- ---- ----------------r ------- --f--- __J---- ❑ —— ———— ——————— ❑ / —___—_———_—— 17. FOOTING ELEVATIONS ARE NOTED AS U/S OF FOOTING I � ❑ ❑ I I ❑ � I I j ———— --------- ---- , F.J L� r------ -------- — -- ———— rJ L� ------ ----- --- ------------------ ------ --- 1 ( I I — — I I oQ� — — I i <QN� — — — — _ — �QG, L— —J I T ' 1 �Q L_ L— _J c� L _J c, I I SCHEDULE F� L� COLUMN SC I I 5 I I I S50 MART( C1 C2 C3 r— I I I S50i 11 I - --- ROOF I I I I I I I I I I I I ROOF �Q� I I I I r—J / 2 SLOPING L-------- -- --I ---------------- I , p I __J 77 , f _—__ I � I� I I SAWCUT CONTROL JOINT I ��G� /1 L L I GROUND FLOOR DISTANCE FIN I I 1 FLOOR TO UUNNDMER51DE OF S ' J 71J I I I J/ , 3 COLUMN BASEPLATE — f '0� BASE PLATE 2Ox25Ox400 20x25Ox4OO 2Ox25Ox400 I I I ' I ANCHOR 75 HOOK 2-200x450 LG 2-200x450 LG 2-200x450 LG I I C/W L— _ J �� I ; I BEAR ALL COLUMNS ON 50 DRY PACK CONCRETE GROUT. DO I 1 NOT USE LEVELJNG PLATE COLUMN LOADS ARE FACTORED AND IN KILONEWrONS I i FOOTING SCHEDULE I I I I I JJ! 1 1 MARK SIZE DEPTH REINFORCING F1 1000x80° 300 3-15M B.E.W. i F2 1000x,000 400 4-15M B.E.W. 1 F3 800x800± SEE DETAIL 5 & 6/S501 I I L �Q C4 4 11 F4 800x800 300 3-15M B.E.W. S501 _ I L——— TYP 1 NO. REVISIONS DATE BY 1 —_J PIER SCHEDULE I I , I I , 1 1 MARK SIZE VERTiCAI. TIES DETAIL REINF ----J rl� 1 I 1' I I ? X01 P1 400x550 6-20M 10M 0300 C2 1 J P2 40Ox750 6-20M 10M 0 300 L— _J ' ( 1 P3 550x750 6-20M 10M 0300 1 . . . PROJECT: P4 455x550 6-20M 10M ° 300 BRIAN McFARLANE ' DOWEL NEWS TO EXISTING 1 1 FOUNDATION WITH 15Mx4o0 LG HOCKEY MUSEUM 1 0 800 C/C AT NEW DOOR ° NO GARNETT B. RICKARD ARENA 7 �l 1 2440 KING ST. W., BOWMANVILLE I 3 I / I ' 1 l ' % MUNICIPALITY OF CLARINGTON if DRAWING: FOUNDATION PLAN AND COLUMN SCHEDULE Q J }LU 7 _ _ -I- _ _ _ --- �- _ ��. Q G,� PpFESSipiyq 5501 5501 1 0� t $I ago N 14IIloCE Gr 0". r----- F-Ii I I BARRY-BRYAN DESIGN BY: DI CONI ASSOCIATES AC (1991) LIMITED DRAWN BY: a CDMPIDEc I I I Architects MIER Engineers CHECKED BY: INmk Or Landscape Architect AC q g C G Project Managers DATE: 11 Stanley Court,Unit 1 OCT 2005 I Tel: (905)a666-5 52 P9 SCALE: Fax: (905)666-5256 1:50 Dr 0- a I: bba@bba•archeng.com FILE: I I 04103S201 I I I PROJECT NO: DRAWING 04103 S201 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE I 1 I -____ __ __ _____ ________ _____ - - --------_ _ ___ _ _____ _ __ __ __ __ ___ __________ _- - COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED I I EXIST 350 OWSJ EXIST 350 OWSJ I EXIST 400 OWSJ I `r ROOF FRAMING PLAN UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE I �/ WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. I I I EXIST W31Ox31 1 I "OA 1:50 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED I I I # I ^ CURVED 1 AND SEALED BY THE CONSULTANT. HSS EXIST HSS 152.4152x6 m FOLDING 51x51xLL 1 ,C. 1. TOP OF STEEL ELEVATION AT 5200 UNLESS NOTED 23 '� �, I FOLDING GRILLE 3 �7 5501 i SUPPORT BELOW OTHERWISE Q DENOTES TOP OF STEEL ELEVATION FROM DATUM 0.0 • EXIST 350 OWSJ 1 �� �� �, D(15T Opp pyyS,l 2. TOP OF BEAMS SUPPORTING OWSJ ARE 103 BELOW TOP OF STEEL ' { 81 EXIST 350 OWSJ Bt / 3. DESIGN LOADS ROOFING & INSULATION 0.60 kPa Leading the Way CEILING/MECHANICAL 0.60 kPa i I 18 1 DECK 0.12 kPa BEAMS AND JOISTS 0 NO. ISSUES DATE BY I TOTAL DEAD LOAD 1.5 27 kPa 1 I EXIST W31Ox31 EXIST W31Ox31 EXIST W31Ox3T EXIST W410 9 EXIST W310x31 i �� EXIST W310x31 B1 _ I EXIST W31Ox31 NET UPLIFT 1.00 kPa NOV. __ 1 ISSUED FOR BUILDING PERMIT & TENDER AC C20007 / SLOPING C200x17 --� SLOPING C200x17 Bt I �� BASIC SNOWLOAD 1.44 kPa 2 2005 0.0 (SEE PLAN FOR SNOW DRIFT DIAGRAM) I C150x12 CANT SLOPING W31Ox24 ---- - SLOPING W41009 ------ ---11- SLOPING W530x74 ------ g � CANT RAIN LOADS HSS 51 x5l x4.8 I (24 HOURS RAIN = 80mm) VARIES LINEARLY I 200 I FOLDING GRILLE LOW POINTS AT DRAINS 1.78 kPa �„ � I 0.0 , I I , , HIGH POINTS 0.78 kPa I 8 I N C200x17 TYP N L76x76x6.4 i--------------------------TI SUPPORT BELOW EXIST W31Ox31 EXIST W31Ox31 u------------------- ------- 5501 I ��c 615% KNEE BRACE ---------------------------- --------- ;-------- v v •^- _ TYP i �e REFER TO ARCHITECTURAL DRAWINGS FOR ROOF SLOPE v $501 v i iii I i � RAIN LOADS SHALL BE CONSIDERED AS SEPARATE LOAD C150x12 EXISm ROOF FRAMING CASE FROM SNOW LOADS �I I CANT DO I I III TO BE REMOVED ) I o I I Q ------ _ _ ; 1 4. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS ST W310x3 FOR SIZE AND LOCATION OF ALL MECHANICAL UNITS AND 3 E) (ST --____ \ y EXIST W31 Ox31 __-- OPENINGS IN ROOF DECK NOT INDICATED ON STRUCTURAL ------------ -�- -I -- ------- DRAWINGS. I I III I \ -- - 5. DO NOT ATTACH SUSPENDED CEILING DIRECTLY TO ROOF C150x12 ° 30.0 i / N N N FOR MECH UNIT N 3000 ; / \ DECK / 11 1 m / \ 6. INCREASE DECK GAUGE TO SUIT SNOW ACCUMULATION OR SLOPING W310x24 " \ / v " + L-----------------------==�_I ; I I L76x76x6 TYP \ RAIN LOADS _ CANT v /X\ ^ L-----------------------------J I \ Z HSC TO L.B. 7. BRIDGING FOR STEEL JOISTS SHALL COMPLY WITH THE - - _ - - 3� _ _ _ _ _ _ _ r - I- _ - - - - /- - _ _ - / REQUIREMENTS OF CAN/CSA STANDARD S16.1. 12 8. JOIST SHOES TO BE 1 00m TYP U.N.O. EXIST STEEL TRUSS r5J01 M SLOPING W31Ox24 w �o 9. CENTER HOIST SHOES ON CENTERLINES OF SUPPORTING BEAMS OR COLUMN U.N.O. I ^ 1 m / 13 10. T.J. DENOTES 11E JOIST. FULL BOTTOM CHORD SHALL BE EXTENDED AND FRAMED INTO COLUMN. 11. H1 DENOTES L76x76x6.4 HANGER I I / I l SLOPING W31 Ox2 _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12. P1 DENOTES HISS 76x76x4.8 ROOF SCREEN POST - CANT 1 I I I / 13. 81 DENOTES L76x76x6.4 DIAL BRACE N C15002 M I 21 U I I / 00 I / � I / I S501 .SIMILAR I / I CANT - - - - - - - - - - - - -I- - - - - - - / C15002 9 I I 2.80 kPa 4"'21 I I I 5501 I I I C4 C4 KNEE BRACE TYP___1I �i raI S I I I I I C15002 -200 I / TJ / 1 4 _ crwT I Do _ i_ I _ I Z _ I I 600 OWSJ 0 2000 C/C MAX TJ TJ - - - - - - - - - 4 I TJ 600 OWSJ 2000 C/C MAX I I S501 APE i 2 SLOPE____ i SLOPE I I I I 1.44 kPa 24 _ CANT SLOPING W31Ox24 S501 4 I I � , EXIST STEEL TRUSS SLOPING W31Ox24 I 14 - - - - - - - - - - - - "C OI \IV /YX I - SLOPING W31Ox24 oti� "lb L CANT `� o 'rd- 39 39 3 $ DO I I CANT C15Ox12 PARTIAL EAST ELEVATION 1:75 L U U �I I DO C150xl2 CA NO. REVISIONS M. - - - - - - - - - - - - - - - - - - - ---- -- - - - - - - - - - - - - - - - - I A Q I - ` I I SLOPING W410x39 i -200 - SLOPING W31Ox24 - _ I -'Yl- CANT 7 I 5501 SLOPING W4`1 0%39 ___ PL 12x100 X-BRACE BELOW- SLOPING C20px1 I 0.0 / PROJECT: 5501 6 # 1 � ��+r �,� �`�' BRIAN McFARLANE __(�)�60(IST STEEL TRUSS s5o1 / HOCKEY MUSEUM / \ GARNETT B. RICKARD ARENA \ 2440 KING ST. W., BOWMANVILLE I 8 _ _ _ _ _ _ MUNICIPALITY OF CLARINGTON I let B C E DRAWING: I � PARTIAL SOUTH ELEVATION ROOF FRAMING PLAN 1:75 AND ELEVATIONS E D 18 gQv'OFESS10 `cc 2 a EXIST W31Ox31 ABOVE rn --------------------------------------------------------- / EXIST W150x22 Y J I I . . H. CHE UNG I I � EXIST SOFFIT 6064.4 DIAG \ /j 1 I I I FRAMING TO BE BRACE TO ROOF L76x76x6.4 I REMOVED (TYP) / FRAMING ABOVE (jr) CF OF O I III------------------------------------------------ --------- --- --- P8 I N EXIST W15Ox22 EXIST W15Ox22 Tf = 90 kN BARRY-BRYAN DESIGN BY: oaf CONML- j I ' cf so kN ASSOCIATES Ac I 3 (1991) LIMITED DRAWN BY: x COMPLETE III I ?--------------- /° Architects I MER Engineers CHECKED BY: INMAL �- --- _-______-__-'__ --- D09T 203.4203x6.4 Landscape Architect AC EXIST HSS 203.4203x6.4 Project Managers DATE: III / EXIST ANGLE FRAMING 11 Stanley Court,Unit 1 AUG.2005 L76x76x6.4 DIAL ) BRACE TO ROOF Whitby Ontario L1 N 8P9 SCALE: III - - - FRAMING ABOVE - Tel: (905)666-5252 1:50 01 III / --------- I / Fax: (905)666-5256 e-mall: bba @bba-=heng.mm __________� / FILE: SOFFIT FRAMING PLAN TYP KNEE BRACE ELEV. PROJECT NO: DRAWING NO: 1:50 1:75 04103 S202 I I - I i CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE HSS 76x76x4.8 ROOF SCREEN RAILS COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED EXIST BUILDING A UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE 71 WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. HSS 76x76x4.8 ROOF SCREEN POST DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED P1 O 3000 MAX I AND SEALED BY THE CONSULTANT. T0. ROOF DECK I C200 d ° a ° - - -- - - - - - - - --- Lead n the Way EXISTING FOUNDATION L102x76x6.4 LLV WALL a d L76x76x6.4 DU1G BRACE (81) 7 EA SIDE OF W310 ,_I- NO. ISSUES DATE BY SLOPING W310 a ° 3-15M T�� TOP PORTION 1 ISSUED FOR BUILDING PERMIT dt TENDER NOV. AC MC REMOVED 2 2005 Mf-5 1d� a 22 SECTION T.O. SLOPING ROOF DECK I 12 SECTION ° I a -- S2o2 1:20 L65x65x6. SLOPING W310 (TYP) a . r f $z CONT N� S202 1:20 ° a 3-15M HSS 76x76x4.8 ROOF SLOPING SCREEN RAILS C200 3-15Mx400 EXIST BUILDING LG DOWEL 3-15M B HSS 76x76x4.8 ROOF SCREEN POST (P,) C200x17 L65x65x6.4 CONT 0 MID MAX OUITRIGGEF ANGLE TDB. ROOF DECK 6 SECTION W310 BEYOND 5201 1:20 T.O. ROOF DECK I C200 L76x76x6.4x125 LG I �� SECTION ------- --------------------- -- ------ --------- -- -------- S202 1:20 ----------------------- °. a4 , N L102x76x6.4 LLV A d EA SIDE OF W310 0 8 SLOPING W310 STEEL pl�NG Q FOUNDATION L65x65x6.4 CONT SECTION Wes' L76x76x6.4x125 LG q� T.O. ROOF DECK I �O2 1:20 a. X50 3-15M T(-"� 21 SECTION ° F4 a a S202 1:20 A - PLAN OR EXISTING MASONRY WALL ° • $z ° a T.O. ROOF DECK ° T.O. ROOF DECK a. 3-15M L65x65x6.4 I CONT -L a 3-15M)(4001 10 LG DOWEL 3-15M B � I L76x76x6.4 CONT 400 16 SECTION 5 SECTION S201 W410 BEYOND s202 1:20 SLOPING W310 1:20 SLOPING W310 W46o a ° d a d ,. °g COLUMN BEYOND W310 1 a SEE SCHEDULE ° a d ° MC F2 20 SECTION MfsS WVm 10 SECTION MR RONFORCING � ° S2o2 1:20 L65x65x6.4 I T.O. ROOF DECK S2o2 1:20 COW a. , 1 IST W200 A 4 SECTION T.O. ROOF CK T.O. ROOF DECK �01 1:20 �p 10mm STIFFENER PLATE 0 OUTRIGGER LOCATIONS 6mm COW GALV L65x65x6.41 COW BENT PLATE C200 I W410 I CONT V C200 COW ------------------ - ---------- 0200 OUTRIGGER. 8 15M CONT ---- ------- --- T.O. EXIST L65x65x6.4 WELDED SEE PLAN FOR ROOF DECK LOCATIONS TO DECK AND W310 C200 COW its I ° SLOPING W310 I a a W410 H.B. I 150 � W530 CANT W410 1 Zmm STIFFENER PL BOTH 4 LLV W310 L102x76x6.EA SIDE OF W310 235 150 SIDES OF BEAM TYP W310 L.B. T0. EXIST h00F DECK 9 SECTION I S2o2 1:20 FlN GRADE N 15 SECTION 5202 1:20 ° NO. REVISIONS HSS 102x10Zx4.8 W200 2-15M CONE DATE BY TYP L76x76x8.4 EXIST W31 - a HANGER (H1) T0. ROOF DECK A °d � I I 6mm CONT GALV ss_ L76x76x6.4 L76x76x6.4 DIAG BENT PLATE 1OM DOWELS TD HORIZ RACE V C200 COW I MATCH W TS pdu a ^ EXIST W15d L65x65x6.4 WELDED 24 SECTION TT) DECK AND 5202 1:20 W310 d p N I I SLOPING W310 9 SECTION Ls5x65xs.4 CONr �" y`� 100 365 ,00 PROJECT: S202 1:2o r.o. ROOF DECK I 3 SECTION BRIAN McF ARLANE T.O. R 150 cC T.O. ROOOF F DECK K W310 5201 1:20 HOCKEY MUSEUM D L102x76x6.4 LLV EA SIDE OF W310 COLUMN BEYOND GARNETT B. RICKARD ARENA L85x65x6.4 CONT I T.O. ROOF DECK S E CTI O N 2440 KING ST. W., BOWMANVILLE e W530 TOP POR1i0N OF 5202 1:20 I 2-15M CONT 0200 BEYOND MUNICIPALITY OF CLARINGTON 4G. .0. EXIST ROOF DECK °d a FIN GRADE W410 DRAWING: � �' BEAM L76x76x6.4 CONT L76x76xs.4 HANGER SECTION S (H1) TYP 14 SECTION W530 BEYOND L65x65x6.4 CONT S202 1:2a IoM DowELS ro MATCH VERTS ° 0 0 W410 H.B. I T.O. EXIST ROOF DECK U/S OF FOOTING W310 LB. EXIST W310 a APPROVED BY SOIL a Q�OFESSiO l SURFACE EXIST COL D g a ENGINEER M?) N BEYOND I ., A. Y. H. CH�UNG BRACE ( .4 DWG 100 100 BRACE (B1) TYP L65x65x6.4 CONT T0. ROOF DECK I -off D I 0I 0.`p I PORTION OF EXIST 11 2 SECTION ca= o F o DECK TO BE 1 5201 1:20 REMOVED L76x7sx6.4 DWG BARRY- BRYAN DESIGN BY: 'QC C NML. L76x76x8.4 ASSOCIATES AC °"� BRACE 15Mx400 LG 0800 AN SLE TV CUP HANGER (H1) I EXIST W150 MAX AT DOOR (1991) LIMITED DRAWN BY: R CoMPLm. LOCATIONS ONLY. SEE Architects MER PLAN Engineers CHECKED BY: INMAL• °. N° ,. ° e Landscape Architect AC HSS 51xU x4.8 FOLDING " Project Managers • DATE: ...:. :........:. GRILLE SUPPORT PORTION OF EXIST W410 11 Stanley C o L1 N it 1 OCT 2005 W150 TO BE EXIST ANGLE FRAMING VED SCALE:L76x76x6.4 HORIZ Tel: (905)668-5252 AS NOTED Fax: (905)666-5256 DI L76x76x6.4 CONT EXISTING FILE: 23 SECTION FOUNDATION WALL eamall: bba @bba-archeng.com 18 SECTION 04103 S501 s2o2 1:20 13 SECTION 7 RESERVED PROJECT NO: 5202 1:20 1 SECTION DRAWING NO. S2o2 1:20 520, 1:20 04103 S501 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN, DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. 0 .Leading the Wu NO. ISSUES DATE BY 1 ISSUED FOR PERMIT&TENDER NOV.2,2005 RB DRAWING LIST VENTILATION LEGEND NOTES: HUMIDIFICATION SECTION SYMB❑L DESCRIPTION DWG. No. DESCRIPTI❑N 1. ALL WOOD BLOCKING TO BE CEDAR. PIPE CLAMP FASTENED TO 10OX100 WOOD STEAM DISTRIBUTOR CLAMP TO BE ONE SIZE LARGER THAN M200 LEGEND & DETAILS MECHANICAL 2. STYROFOAM TO BE SECURELY PIPE DIAMETER. ADHERED TO WOOD BASE. M201 FIRE PROTECTION PLAN MECHANICAL ® RO F SUPPLY AIR GAS LINE STAINLESS STEEL DRAIN M202 PLUMBING & DRAINAGE MECHANICAL RETURN AIR 5 1J PAN IN AIR HANDLING UNIT M203 HVAC PLAN MECHANICAL ® OUTSIDE ADZ 100X100 WOOD TO BE SECURED TO WOOD CON TO COVER ENTIRE FLOOR BASE. LENGTH TO SUIT DIAMETER OF PIPE. NORMALLY CLOSED 3—WAY VALVE SHALL M204 ROOF PLAN MECHANICAL EXHAUST AIR DRAIN STEAM LINE IN CASE OF POWER 300MM DEEP TRAP X SQUARE DIFFUSER ROOF FAIL MECH. CONTRACTOR TO PROVIDE ® Y — NECK SIZE 7 POWER TO VALVE X §ETU I�S R E FAUST GRILLE 50 STYROFOAM SM 5Ox25Ox300 WOOD BASE PLACED BD BALANCING DAMPER INSULATION C/W PLACED ON STYROFOAM. TC MASTIC. � SPIN ON CONNECTION COMPLETE WITH BALANCING DAMPER 12�W BfP INTERIOR ACOUSTIC INSULATION - AS SPECIFIED DETAIL GAS PIPE MOUNTING NT5 HUMIDIFIER /F� FIRE DAMPER NAILING STRIP (BY MECH. CONTR.) FLASHING =? (BY GEN. CONTR.) ROOF FELTS (ROOFING) FUNNEL DRAIN PRE—FAB ROOF CURB (BY GEN. CONTR.) 350(� MECH. CONTR.)-_ 3 BAY GEN. coNTR. INSTALLATION ( ) DETAIL OF HUMIDIFIER INSULATION — FINISHED ROOF N.T.S. (BY GEN. CONTR.) INSULATION (BY GEN. CONTR.) 1...._....1....w.j......_. ROOF DECK ROOF DECK DETAIL OF RTU ROOF CURB PIPING LEGEND SYMBOL DESCRIPTION COLD WATER (CW) _ - HOT WATER (HW) - - - HOT WATER RECIRC, CHW RECIRC,) _ _ _ _ _ -- SANITARY DRAIN (BURIED) SANITATY DRAIN (HUNG) _ — _ _ _ -. STORM DRAIN (BURIED) STM STORM DRAIN (HUNG) FAN MOTOR F FIRE LINE FAN ASSEMBLY WITH BUILT IN DISCONNECT SWITCH G GAS LINE a [I HUMIDIFIER SCHEDULE SP SPRINKLER MAIN (VET) HVS HOT WATER SUPPLY (HEATING) °a °D Rff. SERVES AIR FLOW ,TM VOLTAGE POWER MANUFACTURER MODEL HWR HOT WATER RETURN (HEATING) a � WOOD NAILING STRIP PREFABRICATED H-1 AHU-1 280OL/S 151ba/hr 208/1/60 7.6 KW NORTEC NHMC 020 ROOF MOUNTING NOTE: 1. C/W DUCT MOUNTED HIGH LIMIT do AIR FLOW SWITCH, CURB MICROPROCESSOR CONTROLLER, ROOM MOUNTED HUMIDISTAT do UNIT ROOF INSULATION MOUNTED DISTRIBUTOR. ROOF DECK PLUMBING LEGEND NO. REVISIONS DATE BY MOTORIZED DAMPER M 15850 BY SECTION PLUMBING FIXTURES SERVICES SIZING TABLE & SCHEDULE SYMBOL DESCRIPTION SYMBOL DESCRIPTION ESS►q LEIPCIGER EXHAUST DUCT BFP BACKFLOW PREVENTER --M CAPPED KAM REF FIXTURE DESCRIPTION DRAIN VENT CW HW MITELM J K. K. SHARMA -} PENDENT SPRINKLER HEAD ��I CLEANOUT And Pa.��... Imo.. WC-1 WATER CLOSET — AMER. STAND, 2258.125, WALL MOUNTED, SLOAN ELECT. FWSH 100 40 40 _ aorewmc era ROOF MOUNTED EXHAUST FAN DETAIL VALVE FOR BACK INLET ASSEMBLY, TRANSFORMER, CENTOCO HEAVY DUTY OPEN FRONT TORONTO 5UD8URY 05/11/02 SEAT LESS COVER, SMITH HORIZONTAL CARRIER —`f`'" TEE ('_ CLEANOUT IN FLOOR ABOVE (416)445-8255 / (705)675-6881 �A� OF NTS 'mot LAV-1 LAVATORY (BARRIER FREE)—CREWE/SONNET, VITR. CHINA, SELF—RIMMING COUNTERTOP, 1287, FAUCET 2000.100.002 CERAMIX ASSEMBLY, SINGLE CONTR. METAL LEVER, MAX TEII P 32 32 12 — LIMIT STOP, DRAIN OFFSET, STRAINER, POLISHED 'P' TRAP C/W CLEANOUT ELBOW ---pa--� VALVE AND CAP PROJECT: NOTE: —F� DROP (PLUMBING) — ALL FLOOR DRAINS TO BE PRIMED AND TRAPPED — ALL ESCUTCHEON PLATES TO BE WITH GASKETS. BRIAN McFARLAN DROP (DRAINAGE) ® PARKING GARAGE DRAIN HOCKEY MUSEUM TRAP / RUNNING TRAP D4 VALVE ELECTRIC DUCT HEATER(BASED ON NAILOR) —4I CLEANOUT D9c! GLOBE VALVE GARNETT B. RICKARD ARENA NO. NAME LOCATION L/S SIZE MAX P.D. VOLTAGE REMARKS �— PUMP ® CHECK VALVE AIR PROVING SWITCH, DISCONNECT SWITCH, SCR CONTROL, SAFATY CUTOUTS, EDH-1 SALAS AREA CEILING 50 150OW 25Pa 120/1/60 CONTACTORS, CONTROL PANEL, TEMPERATURE SENSOR L FIRE EXTINGUISHER IN CABINET STRAINER FE AIR PROVING SWITCH, DISCONNECT SWITCH, SCR CONTROL, SAFATY CUTOUTS, PRESSURE GAUGE MUNICIPALITY OF CLARINGTON EDH-2 OFFICE CEILING 50 1000W 25Pa 120/1/80 CONTACTORS. CONTROL PANEL, TEMPERATURE SENSOR AIR PROVING SWITCH, DISCONNECT SWITCH, SCR CONTROL, SAFATY CUTOUTS, 4 THERMOMETER EDH-3 WORKSHOP CEILING 50 1000W 25Pa 120/1/60 CONTACTORS, CONTROL PANEL, TEMPERATURE SENSOR HB HOSE BIBH —�( DN FREEZE HOSE BIBS SAFETY RELIEF VALVE DRAWING: NFHB N FDJJ FLOOR DRAIN ■ SPRINKLER FLOW SWITCH LEGEND & DETAILS FAN SCHEDULE (BASED ON GREENHECK) RWL RAIN WATER LEADER Sv SUPPERVISED VALVE MECHANICAL NO. NAME LOCATION L/S SIZE Pa H.P. VOLTAGE RPM REMARKS UPBLAST FAN MOUNTED ON PITCHED ROOF, ROOF CURB WTIH SEAL, FAN SHALL BE INTERLOCKED WITH LIGHTING, CTE CONNECT TO EXISTING EF-1 WASHROOM EXHAUST FAN ROOF 100 CUE-065—D 50 1/30 120/1/60 1550 NEMA 4 DISCONNECT SWITCH MOUNTED ON FAN, MOTORIZED BACKDRAFT DAMPER INTERLOCKED WITH FAN. EF-2 ELECT. RM EXHAUST FAN ROOF 225 CUE-085-0 50 1/20 120/1/60 1 O UPBLAST FAN MOUNTED ON PITCHED ROOF, ROOF CURB WITH SEAL, REVERSE ACTING I STAT SUPPL BY MECH. INSTALLED BY ELEC NEMA 4 DISCONNECT SWITCH MOUNTED ON FAN MOTORIZED DAMPER INTERLOCKED WITH F EQUIPMENT SCHEDULE BARRY-BRYAN DESIGN 8Y: C col: ASSOCIATES RS UNIT N0. LOCATION SIZE AIR FLOW MAX. FRESH AIR MIN. UNIT VOLTAGE & MCA HAPN RPM HEATING COOLING REMARKS (1991) LIMITED DRAWN BY: x txwl�: Architects SZ ENG 'A' XX XX 40.000W TOTAL 37.000W ROOFTOP UNIT, FC FAN C/W FILTERS (3OX do 95X), 300MM ROOFCURB, CONTROL Engineers CHECKED BY: NM, AHU-1 MAIN UNIT FWA173 280OL./S 175L/S 375Pa 575/3/60 35AMPS SENS. 31.150W PANEL y�� DISCONNECT SWITCH, MIN. SUPPLY AIR TEMP. 14.5'C. TEMPERATURE Landscape Architect KS CONTROL WITHIN ft'C, RELATIVE HUMIDITY CONTROL WITHIN f5X, HUMIDIFICATION Project Managers DATE: SECTION FOR FIELD MOUNTED STEAM DISTRIBUTOR, NO FREE COOLING, PROGRAMMABLE T'STAT CAPABLE TO SHUT DOWN FRESH AIR AT NIGHT. t 1 Stanley Court,Unit 1 S OCT. Whitby Ontario L1 N 6P9 SCALL E:: Tel: (905)666-5252 app( of Fax: (905)666-5256 e-mall: bbaQbbaarcheng.=n FILE: XXX PROJECT NO: DRAWING NO: LKM# 2004-0656 M200 LKM# CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANTAND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. as a as iff 77777777;­ Leading the tea NO. ISSUES DATE BY XIST. CORRIDOR EXIST. CONCESSION 1 ISSUED FOR PERMIT&TENDER NOV.2,2005 RB ° � o o � ao as as as a � 4CC a � ao CC a ❑ ❑ as EXI LOBBY EXIST. WOMEN'S EXIST. MEN'S WASHROOM WASHROOM EXIST. TICKET a a o a a � ao as a EXIST. CORRIDOR EXIST. VESTIBULE SV-101 SV- SV-103 Y 0 0 I 0. C:DUN TE 003 01 ........................ ................................. ............................................... — ------- -- : .. ; .:..................:.... ..:........ :.. 1 - ICE ... � . :..... ................_...........................................,............, ............... .............:.. , .. 005 i ::.:............... ............� i ... ....:... SHOP ........ .............. ............ 003 COU. XIST.T ULTI-PURPOSE sP 00M 1 ..,. I • �.. :.... ................ ....... ............... i -— .....................'.._..................... .......:............ ............ ................ ::.'.. ;:......:...............-........ ..:........:......................... ............................. CONNECTED 2 — _ !. ; . INCL DE FOR 50M I OF NEW SPRINKLER PIPE t P PEHAS TO BEXISTING NSTALLED N — IN CEILING SPACE. ..... ....:...........,..........,......... ...,..............:.. ......;..t.., ......... ... DAMAGED DURIINNGOCONSTRUCTION. TILES ... . .................... ARE .0 . INCLUDE FOR RELOCATION OF 8 IN L T10N AND/OR REMOVAL i I EXISTING SPRINKLER HEADS ONLY 4 SHOWN 0 v .. ......................I 00 t 00b I WINDOW SPRINKLER ASSEMBLY AS PER NFPA 13 a006 I i & EMEC REQUIREMENTS. SEPARATE FLOW SWITCH '' i k SUPERVISED VALVE FOR EACH FIRE COMPARTMENT TO BE INDICATED ON THE FIRE ALARM PANEL i i � I i EXTEND EXISTING WET SYSTEM TO COVER eeNeEssiefill AREA 0046 I I i I XIST. t ULTI-PURPOSE I ! i 004 OOM I � i (. 007 O O ........... i t 4 — — -- - -- --- — ---- — -- --` - -- -- --- - - ---- -N NEW WET THIS AREA SPRINKLER SYSTEM TO BE INSTALLED ........................: ........................... ............ WORKS ( NO. REVISIONS DATE BY SEPARATE PRICE TO BE PROVIDED BY GENERAL CONTRACTOR FOR THE 7 i DIFFERENCE B N PR ACTION SYSTEM & WET TIMEM INCLUDE IN .................: 5 FD I SEPARATE PRICE FLOOR DRAIN HEAT DETECTORS C/W CONDUITS 8eESS1gN 5 _ EX IB AREA O i O O i WIRING. PIPE DIFFERENCE & AND ALL OTHER DIFFERENCES TO LEIPCIGER COMPLETE THE WORK KAMINKER 004 j I MANUFACTURED BY VIKING, 3" TOTALPAC-2 SUREFIRE PREACTION i DOUBLE INTERLOCK SYSTEM (SELF-CONTAINED IN CABINET INCLUDING Parfners u. J K. K. SHARMA i CONTROL PANEL. INTEGRATED AIR COMPRESSOR, INTEGRATED SHUTOFF ` e��CONStLTM ......................... ........„ VALVE WITH SIGHT GLASS FOR FLOW TESTING. ONE DETECTION ZONE IS TORONTO SUDBURY 05/1102 \ I AVAILABLE WITH THIS CONFIGURATION. SEE SPECIFICATION. (416)445-8255 (705)675-6881 ............................ I OF PROJECT:ESSED urJcR N BOXES , BRIAN McFARLAN E -- -- - - - HOCKEY MUSEUM a � T/ELEC LOS r GARNETT B. RICKARD ARENA ooe 009 i GENERAL NOTES: oo 00 ENTIRE RENOVATED AND ADDITION AREAS TO BE SPRINKLERED IN 1 STRICT ACCORDANCE WITH NFPA13 STANDARDS REVISED TO DATE MUNICIPALITY OF CLARINGTON XIST. ST AGE I AND THE REQUIREMENTS OF ALL LOCAL AUTHORITIES HAVING oos JURISDICTION. MECHANICAL SPRINKLER CONTRACTOR SHALL HAVE ULTI-PURPOSE ooe , OOM i' THE SPRINKLER LAYUOT HYDRAULICALLY DESIGNED, WORKING DRAWING: E DRAWINGS & CALCULATIONS SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW AND SUBMITED TO LOCAL BUILD. FIRE FIRE PROTECTION PLAN DEPARTMENT FOR APPROVAL. O O MECHANICAL r i I 4A ti 8 i ; BARRY-BRYAN DESIGN BY: ooc CONTROL ASSOCIATES RB DATE (1991) LIMITED DRAWN BY: x E Architects sz Engineers CHECKED BY: INJ Landscape Architect I Project Managers DATE: X. i i! 11 Stanley Court,Unit 1 OCT. 2005 Whitby Ontario Li N 8P9 SCALE. ULTI-PURPOSE AS NOTED o, 00 M I / Tel: (905)666-5252 Fax: (905)666-5256 e-mail: btm@bba-ardwg.com FILE: �« PROJECT NO: DRAWING NO: XXX 04103 LKM# 2004-0656 0 1 CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE, ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED LL UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. CTE EX. 0150 ❑ DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED mad+,%- — — — — ..teem mom �� moav �tx m ° a — — — a man — e — — .����� — — :ax.� — — .mss — e .— — — — — — — — ;mom .— — ass — — .awe :ate — ::mac a�cero — — — — fo 01.11 ac �x amp a�x .o�z &M I I'M am �m aI �s am mm seas am mu x mm MW a Nm ass aunt. � : a� a�a. a AND DRAWINGS E THE TCONSULTANT. B SEED S-Ci mom — — — — ammm xmex .�mox m sk'j a1mm ftm ma my mt .am mm" 'mmk "mm x.�a mm mm �cm .aim xam�m met pox a m mmm :mmm am mmms :mmm awm sm �mmm =0 imam zm moms :ma mm : arw' �w qRw 'xm a4= .mac sa�m �w .�cea¢ Va mw m� xa�cc , aim �aace c xc�ro �ar mm xaea �cea .ice rear �a axa� a m q m tm mw wo �m .�ccce mw .'vw �mtt ;e w .mot M-A take .sett um �m mm tax% Near a�xs a�cce '\w xm mm mw axa�� EIC 0150 rr � _m j Leading the Way CTE Cial I 0000 0000 Cw RHW--I --- NO. ISSUES DATE BY CTE EXISTING CW, HW & HWR PIPES 1 ISSUED FOR PERMIT&TENDER NOV.2,2005 RB 1 EXIST. CORRIDOR I --- --- --- --- 11 C 1 , EXIST. CONCESSION 1 , EXIST. LOBBY I 1 , EXIST. WOMEN'S EXIST. MEN'S EXIST. TICKET 1 • 0 WASHROOM a ° WASHROOM 1 1 1 12 HWR 1 , 1 , 1 1 I TRENCHING THROUGH EXIST. CORRIDOR ` 1 , 1 EXISTING SLAB oo EXIST. VESTIBULE !III I 1 1 1 I I ❑ ❑ ❑ ❑ ❑ i INFO. COUNTER ISP Y 003 001 ' i I I OFFICE I 1' i1 i 005 I 004C GIFT SHOP 1 � 003 >I -- 1 OMPLEiELY IN ! ; FRONT WITH 25MM INSULATION ( COUNTER 1 i OBIL MOBILE EXIST. J o 015 1.Ox i ISP Y DI ! MULTI—PURPOSE 1 01 01.Ox O O O ROOM 010001. ' STEAM/COND UNE UP 0001.0% I CON THROUGH PIPE CHASE TO I r 02003.071 03003.0% AHU-1 C/W FIELD 1 i I MOUNTED DISTRUBUTOR.CONDENSATE LIN- BACK �-- -- _ FROM DISTRIBUTOR AND STAINLESS STEEL PAN. 1 _1 I DISPLAY CONTROL _ 1 002 1 1 � W.R. - - STM RD I 1 ABV F0061 ,, I �1 01.0% O O - CONNECT CW I& HW TO v 1 006 LAV-1 & CW TO C/W 020 CW 1 WC-1 ISOLA11OON VALVES I 3 1 r� RD I � I 015001.0% 0048 10001.0% NFHB EXIST. 1 �* MULTI—PURPOSE I , 020 CW i ROOM i 0150-:b - 007 O O O i O O 1 �0 0001.Ox I i I ' 0001.Ox 1 1 -- -- - -- ---- -- — ----— -----_ — — ---- --— -- — -—�---- -- --------------— - - -------( L� ) IrIllNO. REVISIONS DATE BY I � 1 RD 2 WORKS P I l LEIPCIGERESSi A o07 KAMINKER MITELMAN K. K. SHARMA rn And Partners In*. ACTU VALVE, 2 PY ME cFR u E O EXHIBIT AREA I O ` e 5 _ _A R WIRED BY MEC . FROM N TORONTO SUDBURY 05/11/02 PO SUPPLY CCMMAJM 004 i 075 1 (416)445-8255 / (705)675-6881 pQ� COMB. / � FLOOR/FUNNEL / DRAIN 1 EXISTING AREA DRAIN To BE PROJECT: REMOVED & PIPE CAPPED. BRIAN M cFARLAN E FLOOR RECESSED / HOCKEY MUSEUM 1 JU CTION BOXES ; NOTES: 1 I GARNETT B. RICKARD ARENA 6 -- RD-2 - - O 1 ABV STM RDk1 AN ( ALL EXISTING PIPES DIMENSIONS AND LOCATIONS TO I IT/ELEC CLOSET 0100 oix / I BE VERIFIED ON SITE. oos 010001.0%—i � I 1 0o9 MUNICIPALITY OF CLARINGTON 1 I FE , 1 1 DRAWING: EXIST. 1 STORAGE oos ROOM MULTI-PURPOSE PLUMBING & DRAINAGE I 010001.0% 020 cw i MECHANICAL O O O O O rj I � RD-2 ABV 004A _ I BARRY-BRYAN DESIGN BY: 20 ASSOCIATES RB DME g ___--- --- B (1991) LIMITED DRAWN BY: x�� Architects SZ Engineers CHECKED BY: NM- Landscape Architect KS f I Project Managers DATE: r 11 Stanley Court,Unit 1 OCT. 2005 Whitby Ontario Li N 8P9 SCALE: Tel: (905)OW5252 1:50 D1 EX. Fax: (905)666-5256 Ism= MULTI—PURPOSE � � �/ � mil. Dneca?bbe�er�heng.can Fes. ROOM A B C D E PROJECT NO: DRAWING NO: LKM# 2004-0656 M202 LKM# CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. ❑ DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. Leading t e Wa 00 000 00 0000 NO. ISSUES DATE BY 1 ISSUED FOR PERMIT&TENDER NOV.2,2005 RB EXIST. CORRIDOR C EXIST. CONCESSION 0 0 ❑ o o EXIST. LOBBY a a 00 O� EXIST. WOMEN'S o EXIST. MEN'S EXIST. TICKET g C� EDH-1 WASHROOM WASHROOM 150 o � O0 O � REMOVE EXISTING 300 AND PROVIDE LONGER 150050 25 EXIST. CORRIDOR 25 25 -�-- REBALANCE EXIST. DIFFUSERS (TYP. OF 4) a �. �.: .;. EXIST. VESTIBULE 300x1 I O ' I i ❑ ❑ H I I ❑ ❑ INFO.i CO NTER i ISR Y.I.....................................:.................... .................. ............................................... _. �• I• 003 •� / 0 1 --- ---- --O T.. — — C 150 0 x50 ... I ...... . ............ ................. ............................... > . --- - ---------- -- — :,...•:..., ., i .. $ J7Oy.0.'.x_-�5.0 300x100 _ - ----* 1.. . - I r�l : .' SCR CON TEMP. SENSOR r EXISTING CONVECTORS :; ,,.-t � I i .� � ..•............... . 0 CONTROL C i .. 004C ... ,_ ::: :.............: 1150 0300 .:. :. I GIFTS i .................... RELOCATE EXISTING DIFFUSER 003 ...................................:............................................... i ........................................ — — — — — — 'FRQNT':• iJ, A-50 A-5 _ 2 .E........... . 5 P. O O I O ' DI .... 015 .................EXIST. . �/w .................... SENSOR l MULTI—PURPOSE —' �i :.: .................................. ......................................... ROOM . • .-........ ..................... ...... ............... ... ................. .. . .......................................a................... .............. ..............................................D.DS I I +J� I I BD I { 0250 A-215 i .. ............................................................ ..... i 1100x650 _...._.................._..._...._..._...._....._.................._....•..__._.............._...._._........ 2 -.... .. C-0. 0 1 p, fl :.......:.:..:......:.... .. ,300x .1. fl0� I - - - - - - - - - - - - - — V�1:R. ::-` I - - - - - - - - - - TO -1 - - - - - - - - - - AH 0 ••..;006'�. .:'• ;.:;.. O T 006: I I I I TO H 1 do ' ooh '�� • AHU 3 -----_- --- - I I 0600 +rfioo 800x550x1100 INTERNALY INSUALLED PLENUM 0450 HUMIDIFIER do DEHUMIDIFICATION MODE OF AHU-1 � I I E50 0046 I i •-� I I �� �� BD I I I X1 0b D 004 I i i EXIST. BD B I � I MULTI—PURPOSE I I I I ROOM I I I I I I I I 007 SCR CONTROL C/W TE Pj. SENSOR I O I O I BD — I I I 12MM" TTC OUSALLY I I I I '6NED K:100 TRANSFER ....................... ..... .... ...DUCT............... I 1 -0600 I I I I I I I - -� ---- -- ------ - _- -- - -------- ---- 4 L� ------ -- ----- --'-- —'- ------ --- -- ------- ---- --- -- ----- --- ---- — - — -- NO. REVISIONS DATE BY 1-0450 I I ( I { �>Lss I qv� INTERNALLY DUCTWORK Ir�j r ED .................................... ...................... EIPCIGER (WORKSHOP 'Y KAMINKER � `MITELMAN . ............................... ....................... K K. SHAR And Parfners MA m Co svimersoms EXHIBIT AREA O TORONTO SUDBURY 05/11/02 �0 Ij +� ,/`� �`- I I i GRILLES AND DIFFUSER SCHEDULE (BASED ON EH PRICE) (416)445-8255 / (705)675-6881 BD I I BID BD ; OF A-100 REF. TYPE MODEL SIZE FINISH D 5 PROJECT: 0150 SUPPLY AIR _ BD A SCD/3C 24x24 ::::.:................2 200 DIFFUSER BRIAN McFARLANE i B GRILLE�S�R 80/76 RA�nN SHOWN ON _ 0200 I I FL R RECESSED HOCKEY MUSEUM JU CTION BOXES C WALL MOUNTED 530/L AS SHOWN ON _ DUCTWORK TO BE INSTALLED RETURN GRILLE DRAWINGS I I AS TIGHT AS I STRUCTURAL MEMBERS.P B� 0 SUPPLY L NR 520A AS SHOWN ON _ GARNETT B. RICKARD ARENA C� r ---- — - ROUND DUCT AS SHOWN ON _ O I I J DIFFUSERS TO BE INSTALLED _RX150 ON R00 AT 3000MM ABOVE FFL. E REGISTER RDR DRAWINGS ! IT/ELE CLOSE [ ooa 009 I I I MUNICIPALITY OF CLARINGTON REVERSE ACTING I I 0250 J T TSTAT SUPPLIED BY 0400 I I DRAWING: MECH & INTTALLED BY STORAGE I I EXIST. ooe 009 /D ELEC. I I iii MULTI—PURPOSE 0 C HVAC PLAN ROOM 0x300 A-215 I I gBpyE R . �-► TYP. F 11 --J'- MECHANICAL /i i BD BD 0250 i i 15OX1 0� 0 0200 -7 300x100 ii LJ 004A _---- i I BARRY•BRYAN DESIGN BY: ��0L E ASSOCIATES Rs a1 COMPLETE- (1991) LIMITED DRAWN BY: x Architects SZ Engineers CHECKED BY. i Project Architect KS DATE: / I 11 Stanley Court,Unit 1 OCT. 2005 Whitby Ontario L1 N 8P9 SCALE: ii Tel: (905)868-5252 1:50 01 % I Fax: (MM 666-5256 7LAI e-mail' Wm@bt&archeng.=n FILE: EX. MULTI—PURPOSE J PROJECT NO: DRAWING NO: ROOM A B ° E M203 C 0 10 2004-Ofi56 CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUC71ON UNTIL SIGNED AND SEALED BY THE CONSULTANT. Leading the Way NO. ISSUES DATE BY 1 ISSUED FOR PERMIT&TENDER NOV.2,2005 RB CTE EX. 0100 GAS //• jj /j/% /j' jj j///' /j' jj ////• /j jj ///j /j j / /j jj/j /j' �j ////• /j /j ///; /j /j //// /j' /j / // /j // ///j /j ;, /j' // // / / /j /j / /j /j // / /j // // / / // // / / /j / / / jj / / / /j / / / /j / / / / / /j /j / / •//• / . / !j / / / /j / / / ./ / //. / / ./j //. / / //. !/, / / !/. !j / / !/. / / ,//• •// / / / •/j / / j •/j / / ,// /j / / •// ,//. / / // /j / / / ,// / •/j ./j / ,// /j / / •/j ./ / / /j •/ .�'j .// .//• / . ... .:::: ..:............ . ..................:...:::.... i 4= / j/ -4268 -000 ` ;l -000 EF-1 I F �t .i/ I /j I t 1 / !; vr- RD �RD-2 I ...................... l PRV 800X550 - I -2( _ RDX I 025 UP , RD-1 r' RD-2 I rr i , /r ! i 1 I r , __0_00 1t . -000 1 > i NO. REVISIONS DATE BY . r RD-2 , iESS l qti�- -- + LEIPCIGER NKER ''YY MITELMAN And Perfner■ Inc. K. K. SHARMA i CONSU M ers.�es \�•� / i TORONTO SUDBURY 05/11/02 \Q i <, I (416)445-8255 / (705)675-6881 OF PROJECT: BRIAN McFARLANE ROOF HOCKEY MUSEUM DATUM RD 1 CONTROLLED, 1 WEIR GARNETT B. RICKARD ARENA RD-2 EF_Z 5200 OPEN, 15 GPM, 75MM ��\t OVERFLOW (IYP. OF 2) � 1 I i I � i f 1 MUNICIPALITY OF CLARINGTON DRAWING: ROOF PLAN g 1 MECHANICAL -000 _�_.__._ .�------•--------- .--- + 71 RD-2 It 7 --- - F__A r,R w. ! ----- -000 ............ r - % BARRY-BRYAN DESIGN BY: ooc L 8 l ASSOCIATES RB (1991) LIMITED DRAWN BY: s i Architects SZ I Engineers CHECKED BY: Landscape Architect KS Project Managers DATE: i I 11 Stanley Court,Unit 1 OCT. 2005 l( Whitby Ontario Li N 8P9 SCALE: i Tel: (905)666-5252 1:50 D1 Fax: (905)686-5256 e-mail bba@bba-archerlg.com FILE: A B C D E p« PROJECT NO: DRAWING NO: LKM# 2004-Ofi5fi M204 LKM# POLE CHECK AND VERIFY ALL DIMENSIONS ATTHE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE TELEPHONE PEDESTAL COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED CABLE TV PEDESTAL LEGEND UPON REQUEST. REPRODUCTION DRAWINGS IN PART WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT ONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED ® CEILING OR WALL—MOUNTED LIGHTING FIXTURE, RESPECTIVELY. AND SEALED BY THE CONSULTANT. f 5� INSCRIBED LETTER DENOTES TYPE PER SCHEDULE ::..... SHOWN TO SCALE INSCRIBED DENOTES TYPE PER SCHEDULE. - "� XTURE. CEILING OR WALL MOUNTED RESPECTIVELY. ......:.....:::....:.::•:•..:.:......:..,::��•:::::...,...... ........... FLUORESCENT LIGHTING Fl __.-�'--- .....:..:.:-::::.:.:.::.::....:::::::�•:::.:: ::::.::..:..:::...:: • LEVER i CEILING OR WALL-MOUNTED ILLUMINATED EXIT SIGN RESPECTIVELY, SINGLE Aa M BA UNR. FACE AS INDICATED BY FILLED IN PORTIONS, ARROW AS Leading )(h Way € INDICATED.................................................................._......_..._......... ..::�:;,, :::::: LETTER DENO TYPE THIRD SOCKET CONNECTED TO EMERGENCY BATTERY tt '' SURFACE MOUNTED EMERGENCY LIGHTING REMOTE HEAD OR HEADS AS N0. ISSUES DATE BY f 'Y' SHOWN ON THE DRAWINGS. LETTER DENOTES TYPE ,� „ _ ISSUED FOR BUILDING PERMIT AND 2005 i GANG: CC CC , TWO OR THREE GA s :........... ........ ................ .................................................................... ............... .... . :................................................................:.....................:......- NOTED. ..........................................:....................:................................................................:.................... COVERPLATE 15 AMPS UNLESS OTHERWISE EXIST. CONNECT TO EXTERIOR E \\` 334 FOR OTHER UBSCRIPTS SUBSCRIPT IABBREVIDENOTES A3 WAY OR 4 WAY. CATCH WALL MOUNTED LIGHTING BASIN CIRCUIT � AA- 13 120 VOLT 15 AMP DUPLEX U—GROUND RECEPTACLE RESPECTIVELY. f AS ABOVE BUT MOUNTED ABOVE COUNTER OR 1010MM ABOVE FINISHED FLOOR. ............................................... ........................................... 7V, OS 120 VOLT 15 AMP QUAD DUPLEX U-GROUND RECEPTACLE RESPECTIVELY. 34 FOR PYLON. AA-17 :: CEILING MOUNTED 120 VOLT 15 AMP DUPLEX RECEPTACLE RESPECTIVELY. • II... ........................................ E.........< CEILING MOUNTED 120 VOLT 15 AMP QUAD DUPLEX RECEPTACLE RESPECTIVELY. 0 DATA OUTLET WITH 19mmC E.C. TO TELEPHONE BACKBOARD v TELEPHONE OUTLET WITH 19mmC E.C. TO TELEPHONE BACKBOARD v COMBINATION DATA/TELEPHONE OUTLET WITH 19mmC E.C. EXISTING AREA - .............................................. �1 UNFUSED DISCONNECT SWITCH, SIZE AS NOTED. FOR OTHER SUBSCRIPTS SEE ABBREVIATION. SW FUSED DISCONNECT ITCH, SIZE AS NOTED (E.G. 30 AMP WITH 20 AMP FUSES) Q) MOTOR AS INDICATED INCLUDE FINAL CONNECTION ® 120 VOLT DIRECT CONNECTION FOR USE AS NOTED. INCLUDE FINAL CONNECTION. :. O EDH HEATER ® 120 VOLT DIRECT CONNECTION FOR ELECTRIC DUCT PROPOSED � - - -� � ® 208 VOLT DIRECT CONNECTION FOR USE AS NOTED. INCLUDE FINAL CONNECTION. ADDITION :..... ::...... :: _. p LINE VOLTAGE THERMOSTAT FOR DIVISION 15 EQUIPMENT SURFACE MOUNTED ELECTRICAL PANEL RESPECTIVELY. GARNET E3. RICKARD JUNCTION Box KEY PLAN J RECREATION COMPLEX I PUSH BUTTON EXISTING STRUCTURE ............................................... ...........................................; Q FIRE ALARM MANUAL PULL STATION. FIRE ALARM BELL IOwDIA. UNLESS OTHERWISE NOTED. N NIGHT LIGHT. WP INDICATES WEATHERPROOF. E H UTILITY GFI INDICATES GROUND FAULT INTERRUPTER. POLE AFF ABOVE FINISHED FLOOR. A.1 DENOTES CIRC w w w I ..................._.................._.__. UIT 1, PANEL A ?Ia Q ......................._....___._...._. E DENOTES EXISTING E u IPMENT TO REMAIN PAD MOUNTED ER DENOTES EXISTING EQUIPMENT TO BE REL OCATED TRANSFORMER ;, !......................................._... _....... RE DU ....... ...:: EXISTING TELEPHONE DENOTES EXISTING EQUIPMENT AT NEW LOCATION. EXTEND CONDUIT. WIRING AND RECONNECT TO SUIT, UNLESS OTHERWISE NOTED. BACKBOARD AND : DENOTES EXISTING EQUIPMENT TO BE REMOVED. :.................... ......................... ...................,: EQUIPMENT .\ R U EXISTING PRIMARY DUCT BANK EXISTING ELECTRICAL ROOM CCT. — \/ ............. NO. REVISIONS DATE BY -� lPf TO NEW LIGHTING CONTACTOR;; CONTACTOR COIL SHALL BE ENERGI2b MOM THE I— SAME CIRCUIT FEEDING THE d(ISTING ................ ................ CONTACTOR FEEDING THE DUSTING E L EI P C I G E R OUTSIDE UGI-ITING. r�- .. KAMINKER ... .. ........... MANHOLE E 1; NEW MUSEUM MITELMAN : /O And Partners 1 ..... ..... r: ti /-NSULNG ::::::::::: r C TORON T 0 S B UE -8255 �6D-fB�6U8R8tY 3 1: 1 45 ( 0 P. P 1 E PROJECT: P. FIRE , BRIAN McFARLANE HYDRANT P. ..•. ....•. HOCKEY MUSEUM GARNETT B. RICKARD ARENA ' O \ .............. ,1 MUNICIPALITY OF CLARINGTON ° 0 ....................................... - ° ° ° I O :: 1 ._..._......�..: ........ O .. WING. . ............ O O I ( DRAWING LIST ELECTRICAL SITE PLAN O O ... . ..... .. .. . . AND LEGEND , .. .. ...___.................: ;, DRAWING N0. DESCRI E101 SITE PLAN AND LEGEND ..... .......... i Y ...................._...... POLE / ELECTRICAL LIGHTING LAYOUT " E20 of a R 3 E :4 C � � i 1�• D.C. NG E E202 ELECTRICAL POWER SYSTEMS EXISTING U/G TELEPHONE J 05/10/28 p . "•�� { - OF E301 ELECTRICAL LIGHTING LA YOUT DEMOLITI ON Me'OFaC`�p' , BARRY•BRYAN DESIGN BY. ML EXISTING HV U/G DUCT / �s�°ti E302 ELECTRICAL POWER SYSTEMS ASSOCIATES R.D. DUE • DEMOLITION (1991) LIMITED DRAWN BY: Z \, : P hE801 E MALEngineers n @8►5 CHECKED BY: : DIAGRAM DETAILS Architect 9 rs •, ... .. Project Man DATE: : TEL .:..:.. :... PEDESTAL E$02 SPECIFICATION TELEPHONE ode AND DETAIL r'° .... ...................... :.... y ' Tel: (905)666-5252 ....._...... UT F ILITY FILE @ 9 POLE i f i PROJECT NO: DRAWING NO: ........... ............... ........,..., �, i ....... :.. �4 04103 ,r n Ji .. ...................... .._._.......... ........... 4 0656 1 „v r, : LK ... _....... , E101 ......................... _._ ........... ................... 'K CHECK AND VERIFY ALL DIMENSIONSAT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHI`PROPERTY OF THE CONSULTANTAND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UN71L SIG AND SEALED BY THE CONSULTANT. w 0 M E .................. MEN .................................. Leading the Way NO. ISSUES DATE BY ISSUED FOR BUILDING PERMIT AND 2005 R.D. .. .................... . ............ T.......... 1",*. ........... _J El COUNTERI T2 AOL GIFT SHOP SS-20 SS-20 CONTROL NJ car. 1 OCCUPANCY SENSOR SCHEDUL KEY PLAN FLLISH WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR SWITCH: BU-1 CCT.J3 - AUTO-ON WITH MANUAL OFF SWITCH. - ADJUSTABLE TIME DELAY BETWEEN 30 SECONDS AND 30 MINUrES. z z _J0 - ADJUSTABLE INTEGRATED NATURAL LIGHT LEVEL SENSOR BETWEEN 2 AND 200 FOOTCANDLES. BU_ - 5 YEAR WARRANTY. 3 WATT-STOPPER CAT. WS-120/277-W. EL-01 EL-02 - SENSITIVITY ADJUSTMENT. -22 - ADJUSTABLE TIME DELAY BIETWEEN 15 SECONDS TO 15 MINUTES. ES-22 ES ES-21 ES-21 SS-22 SS-2 Z - C/V ISOLATED RELAY FOR INTERFACING WITH wAc sysTEm. SS-21 SS-21 - 5 YEAR WARRANTY. ARROWS INDICATE ORIENTATION OF TRANSMITTERS. F3! F3 WATT-STOPPER CAT. IDT-300 SERIES. POWER PACKS – INPUT VOLTAGE OF 120V AC EXACT MOUNTING HEIGHT TO - OUTPUT AT 24V DC, 1 0OrnA BE CO-ORDINATED ON SITE. DRY CONTACT RATED FOR 20 AMP BALLAST LOAD, 13 AMP INCANDESCENT EXHIBIT AREA SLAVE PACK - DRY CONTACT RATED FOR 20AMP BALLAST LOAD, 13 AMP INCANDESCENT LOAD, AND 1HP MOTOR LOAD. WATT-STOPPER CAT. 120E-P. 1- ADJUST SENSITIVITY OF SENSORS TO SUIT ROOM/CUBICLE SIZE AND CONFIGURATION TO EF PREVENT SENSORS FROM oSEEING* OUTSIDE THE ROOM/CUBICLE. 2– WITH THE EXCEPTION OF TYPE 5 SENSORS, ALL OTHER TYPES REQUIRE POWER PACK(S) AND SLAVE PACKS TO CONTROL LOADS. PROVIDE ALL REQUIRED POWER PACKS AND SLAVE PACKS. <3> 3– ADJUST LIGHT LEVEL SENSORS TO 75 FOOTCANDLES. F3 F5 F5 r 4– ADJUST TIME DELAY TO 10 MINUTES. 5- LOCATE POW EM\— ER PACKS/SLAVE PACKS AND J–BOXES IN CEILING SPACE WITH ACCESS. EL-04 EL-05 EL-06 ES-23 ES-24 ES-25 SS-23 SS-24 SS-M cro L N (I 1\ (D-- T NO. REVISIONS DATE BY ISOLATED GROUND 21mm MIN EC C/W PULL F4 DUPLEX RECEPTACLE (TYP.) STRNG TERMINATED IN XXESSIBLE CEILING SPACE. F4 F5 F5 Call MITELIVIAN STO RACE 0 TORONTO SUDBURY F0_08_1 0 (416)445-8255 (705)675-6881 2-GANG BOX COVERPLATE EL Eff EL BRIAN McFARLANE SS-23 SS-24 SS-25 HOCKEY MUSEUM DUPLEX RECEPTACLE (TYP.) -TION TEL/DATA OUTLET U4 BU-1 COMBINA DETAIL #1: POWER, TELEPHONUDATA IN CEILING AND WAL MUNICIPALITY OF CLARINGTON EXACT LOCATION SHALL BE CO-ORDINATED WITH 'GSM' ELECTRICAL LIGHTING LAYOUT THIS CONTRACTOR SHALL PROVIDE NEW 15A-1P BREAKERS IN EKIS71NG 347 VOLTS LIGHTING PANEL V LOCATED IN MAIN ELECTRICAL ROOM FEED LIGHTING CIRCUITS. % DC NG TRACKING LIGHTING SHALL BE 3 CIRCUIT. JUNCTION BOXES COMPLETE WITH 27mmC TERMINATING IN CEILING SPACE OF ADMIN OFFICE (IN EXISTING BUILDING) EXACT LOCATION OF TO BE COORDINATED WITH OWNER ON SITE TO SUIT THE LOCATION OF CCTV MONITORING EQUIPMENT. BARRY-BRYAN DESIGN BY: WC COML ASSOCIATES R.D. DATE (1991) LIMITED DRAWN BY: Z COMPILM, Architects L.Z./M.N. Engineers CHECKED BY: INIT11C Landscape Architect R.D I Project Managers DATE: 11 Stanley Court,Unit 1 OCT.2005 Whitby Ontario LIN SP9 SCALE: Tel: (905)666-5252 1:50 Fax: (905)666-5256 e-mail: bba@bba-ar�eng.= FILE: PROJECT NO: DRAWING NO: LKM# 2004-0656 E201 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE, ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN, ......................—_—_........._...... _....._......................................... _....................... ....................... DRAWINGS ARE NOT TO BE USED FO R CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. ..................................................i .................................... MEN WOMEN - � Leading the Way 15A i ............. ................ ,1P FOR ELECTRIC DUCT HEATER .` (CONNECT TO THE NEAREST AVAILABLE 120V CIRCUIT IN THIS AREA) NO. ISSUES DATE BY EDH® E Ems. E ISSUED FOR BUILDING PERMIT AND 2005 TENDER NOV 2 R.D. E J-BOX FOR DATA/TELEPHONE OUTLET TO MILL WORK / M1`=t \ J—BOX IG „� #111-3 \ ;M E EXHAUST FAN SS-15 SS-15 IT-04 / ON OOF ES-15 IT-0 E SV-101 ES-15 6_15 1 E E a, El ❑ ❑ E ».... ............. w.......,,....::.,......,...._...___............:_..,.....,........ .......... _.__._ W.u...:..,.w_........_.............._...». .................. _w.,..,..,..........:..._.._....- _.._..............__ w.ww E :..:... .................................�......... .......................................................... - M1 2 1 - — — — — ER — } 21 _ k SS-01 SS-01 •;• SS-01 � SS-02 SS-02 ?� ••• COC11�'T Es-a1(IC) ES-01(IG) ES-01(IG) ES—OZ(IG) ES-02(IG) _ ool M1-8 WP SS-15 f= , I' / g _ `� E . 8 >i ......... ...... II II ,� ES-1 5 ». AHU-I Is i _ : LA • i ` 60A,3P O ICE I FED FROM SWITCH BOARD sAAA' } E ,;. EDH €: 005 IN MAIN ELECTRICAL GIFT SHOP r s M1 SS-01 SS-01 SS-01 SS-02 SS-02 ' ES-01(IG) `' ES-01(IG) i' ES-01(IG) is ES-02(IG) ES-02(IG) • M1-6 i; .......... .... ........ ....... .......... .... MT-9 2 E M1�5 - W.R. �= I �_ 14 , ES 14 006 I I 1 { M1—B IT 05 _ ES-14 M1 6 IT O6 6- ;, = CONTROL GFl 002 M11-7 k— ........ ..........._ M1-5 it II li M1-4 I _= 1= IT-07 NOTES. SS-05 SS-05 ES-03 ES-03 It ES-04 ES (IG) ,: ES—Q5(IG) ES-05(IG) I DEVICES MOUNTED IN MILLWORK VIA FLEXIBLE CONDUIT. ES-03(IG) ES-04(IG) I= SS-14 ES-03(IG) it I: ES-1 1 EXACT LOCATION SHILL BE CO—ORDINATE WITH MILLWORK 3 E I SUPPLIER. 5-2* KEY PLAN M1-5�4 i��EMPTY ELECTRICAL METAL O ALL WIRING SHALL BE IN CONDUIT. Ii I TUBING 0 32mm (1 Y7 I ' WITH PULLING CABLE (TYP.) ® JUNCTION BOX APPROPRIATELY SIZED AND LOCATED IN •_ ALL TELEPHONE/DATA CONDUIT'S SHALL TERMINATE IN THE CEILING SPACE AT THE ADMIN OFFICE IN THE VICINITY (i i OF THE FILE SERVER/HUB ROOM THE EXACT LOCATION B COORDINATED ON SITE. THIS DOES NOT APPLY _...... .................:: :: :::::::::::m:::::: w......,,. SHALL E _................................................. .... ............................................................ _. — __ .,,, DRAWINGS I ».,,...»»».,.,....».�»�....._,..,....»......�..»...».................................... ..._...,....-.�.__...»._..,._._....»»......».».,......:.:.......�:....._..�..,.»..._........ ,...._.. .�..._,._..».,.,.»..».,.....,.....,........ ,........,. ._.. ».....»»_.,�».»».,..._...._...»»....».m�..»...�.........»......,,.._...._m»..._....... ... .. .» ......... TO DEVICES INDICATED ON GSM BUILD' M1-1 E 5-20RA II =_ II I I I SECURITY SYSTEM SHALL BE EMPTY CONDUIT COMPLETE I — II SS-04 SS-04 , SS-05 SS-05 _ O WITH PULL CORD AND TERMINATING IN MAIN ELECTRICAL M1-8 , SS 03 it SS-03 1= ; ES-03(IG) " ES-03(IG) II ES-04(IG) •. ES—D4(IG) sl ES-05(IG) ES-05(IG) I —5QG) BACKBOARD.IN EXISTING BUILDING AT THE TELEPHONE SS-16 ES-16 i 2 5 PROVIDE A SEPARATE PRICE FOR PROVIDING FIRE ALARM M1-2 O WIRING FROM THIS LOCATION TO THE FIRE ALARM GFI/WP CONTROL PANEL IN LIEU OF LOCATION SHOWN AT _ :.................................. SS-13 I 4 i Es-13 O PROVIDE A SEPARATE PRICE FOR SCOPE OF WORK IG EXHIBIT AREA i INDICATED ON 'GSM BUILD' DRAWINGS. is IG HUMID ER H-1 M1—B z " 004 ii IT-08 M1-9 7.6kW 50A, 312 M1—t1 I M7-11 s _...................._..-........... 2D8V-111 ::::: :::::::::::::::::::-:-::-. .r.......,_........,..,.»...........»..........._....... _. _.�_ . :::::.... -::::-::-::::::::::- :-:: ....... ..........................-.......................................... 27 C ES-1 CCT.#MI1 19/21 SS 16 3#6+GND— mm 6 E SS-03 g SS-03 SS-04 €, SS-04 ? 55-05 SS-05 =4 5 — ;= ES-03(IG) I`=, ES-03(IG) ES-04(IG) ES—D4(IG) ES-05(IG) ES—WIG) WORKSHOP EDH I 007 5 ' :s I I d>• SEE DETAIL I 3 I I :. s ? SEE DETAIL i.............................................._................. .. SS-06 ES-06(IG) 1-14 M1-12 I 42 .... __......._._...... ...........__. .. I _...._............-_............ WP kl E XHAUST FAN SS-08 ES-09 SS-06 SS-07 I SS-07 SS-08 ES—o8(IG) NO. REVISIONS DATE BY ON ROOF I ES-10 i ES-06(IG) f ES-07(IG) ES-07(IG) ES—OB(IG) SS-16 SS-09 i ES-16 I , GSM PULL BOX SS-10 IT-14 T = SEE ELECTRICAL LAYOUT BELOW { L E I P C I G E R I ELEC CLO FOR DETAILS UNLESS OTHERWISE NOTE ii I€ `/ S-13 KAMINKER ri x_13 s MITELMAN E 009 :j ii ?I ' 0� And Partners Inc. ' STORAGE IT. coNSUU>rla arms D9 �� II TORONTO SUDBURY 008 (416)445-8255 705 675-6881 £i e M1-5 SS-06 SS-06 I' SS-07 j SS-07 €i SS-08 SS-08 3 4 ES-06(G) ES-06(IC) ES-07(IG) ES-07(IC) ? ES—OB(IG) ES-08(IG) t` 7 / PROJECT: I SS-08 2 BRIAN McFARLANE SS-08 E5-08(IG) ; ES-oe(IG) HOCKEY MUSEUM ' !'s — 3 SS-07 ; ES-07(IG) — O _ _ ......_. Es-ol(IC) _ GARNETT B. RICKARD ARENA ss-os = I w.., i ES-06(IG) _ .......... I SS-06 s , m.... . _ —1 .—. SS 2 E ES-06(IG) J M11-2 SS-12 IT 11 ». .._....w..�.. GFI/WP SS-11 MUNICIPALITY OF CLARINGTON IT-12 6_11 IT- 3 ES_;; IT•f ELECTRICAL ROOM 8 SEE DETAIL 803 I DRAWING: SCALE: 1:25 i ELECTRICAL POWER / 1O 75kVA — 600V — 120/20BV. 30. 4W TRANSFORMER SUSPENDED FROM CEILING E , I ............................................................................x I AND SYSTEM LAYOUT 100A,3P DISCONNECT TO SPLUTTER 0 400A SPUTTER 30, 4W C/W 20OX NEUTRAL BUS O 10OA/100AF, 312 DISCONNECT SNITCH FOR PANEL 'SS' C O 100A/100AF, 312 DISCONNECT SWITCH FOR PANEL 'ES' �E A B C D E O 60A/6OAF, 3P DISCONNECT SWITCH FOR PANEL 'EL' O 30 CIRCUIT, 225A, 120/208V, 30, 4W PANEL 'SS' C/W 200% NEUTRAL BUS Z m E OB 30 CIRCUIT, 225A, 120/208V, 30, 4W PANEL 'ES' C/W 20OX NEUTRAL BUS 0 05/10/28 p g 24 CIRCUIT 125A, 120/208V, aid, 4W PANEL 'EL' C/W 200% NEUTRAL � 125 — 120/208V, 30, 4W PANEL 'M1' FOR HOUSE CIRCUITS—FEEDING EVERY , 10 THING NOT RELATED TO THE EXHIBIT AREA. BARRY-BRYAN DESIGN BY: a cam: ASSOCIATES R.D. ALTERNATE LAYOUT FOR ELECTRICAL CLOSET IS LOCATING THE DISCONNECT SWITCHES AT THE (1991) LIMITED DRAWN BY: s ire BOTTOM OF THE SPUTTER AND FEEDING THRU THE SPUTTER TO BRANCH CIRCUIT PANELS LOCATED ABOVE THE SPUTTER. Architects L.Z./M.N. Engineers CHECKED BY: Landscape Architect R.D Project Managers DATE: 11 Stanley Court,Unit 1 OCT. 2005 Whitby Ontario LIN 8129 SCALE: Tel: (905)666-5252 1:50 Fax: (905)686-5256 vorik -ML tAdfe-mail: bba@bba-ercheng.com FILE: PROJECT NO: DRAWING NO: LKM# 2004-Ofi56 E202 LKM# - :. 3 'y ¢k i „`�`.,, ....................................................... ;• ; I = I 3 I i " " ..... .. .. ...... _ ...... ... .. .. ....... ......... T SITE. : , ... CHECK AND VERIFY ALL DIMENSIONSA 11 E S m m m mm. .:.. , w " ( _ k ...: ::.. ..::.> /°...,`V�� :. „a,�.,,,,a ma,a„m,,,m,.,,.,,,..,a.m,..a.,am, „a?,.a ...i .. . . _ -1,,"., � s .„ —, „; .. : ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE i t i x f.. , a :r ., is ..... .......� t. E i 5. , F € \ :. 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Architects L.Z./M.N. 10 + 'ki.::;$kx.j::"�"..ti:` >�ga u:a;?'$x:.. x ?; _ 14 I .a.., +�,,: t. \ i t. .,.,>z.,.z,.,...,._,n .~>,,.. ,a„>., >x,a::.a:::�„>,i. e>. .IM..., .,. .,.. I< \ INIIUI: \ I Engineers CHECKED BY:%? ", .......""�a_.w w w� ..,a...._a...~:,.:. f # Landscape Architect RD „ \1 Project"Managers I DATE: 11 Stanley Court Unit 1 / : \ " ",,,.,,a.,,n..,,,,,,.�._ ”? Whitby Ontario L1N 8P9 OCT 2 \ m n,,.,,., m_ ” SCALE: [:::::�: : — 0: , , , I `` k r i 005 �� ���\\ Tel: (905)666-5252 1:50 Fax: (905)666-5256 w"" FILE e-mail: Q ,,..,,., :, 6a arc com E ....."",..,,w..� e 3 3 bba b R K ,I � � PROJECT NO: DRAWING NO: 04103 I . U_ . I : I LKM# 2004-0656 E301 '* :. � . z I ,.'* �� � � I . 1�1 I I 66 105 A-211 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE CORRIDOR CORRIDOR A-62/64 COPYRIGHT PROPERTY OF THE CONSULTANTAND MUST BE RETURNED (30A, 3P UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 123 T L-%J 1 4 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED a 123 6 A-27 AND SEALED BY THE CONSULTANT. 6 E ER F-4 F- 101 Q A-27 A-25 E R 7777 F- 4 ..................................................................... ........................ . ........ .................... ............................ ....................... .............. ............... .......... .............. .................... ...- ............................. A— ..... Leading the Way a BREAKER ....... ........ DOOR OPERATOR P NO. ISSUES DATE BY ............ "BB" 2005 CCT.# F- 15 LP R.D. ISSUED FOR BUILDING PERMIT AND TENDER NOV 2 400A NH STO RAG E ............. ........... .............. 104 ....................a,.._....... ............ ............ .......... .... . .... ............. WP GF E WP GF1 R I 0 ........... ................................................... ER .................. < E KEY PEA N v S. E WP GF1 WP G F I R R (D r �"N f < ...........................................................> . . . . ........... ........................ ER E f J V'_ ^J\' V y e4' BY NO. REVISIONS DATE 7 J v F77 N LEIPCIGER KAMINKER E MIT MAN WP GF1 WP G F I And Partners Inc. R R vX ..... ..... 0 TORONTO SUDBURY (416)445-3255 (705)675-6881 .......... ......... ......... ............. ............... ER PROJECT: BRIAN McFARLANE HOCKEY MUSEUM .......... GARNETT B. RICKARD ARENA 4 E MUNICIPALITY OF CLARINGTON Y ee J .1 DRAWING: ELECTRICAL ................ POWER SYSTEM .......... ....... —DEMOLITION ........... A E F m D.C. NG E WP GF1 05/10/ 8 WP GF1 E I "v E Of wc C"OL BARRY-BRYA DESIGN BY DATE, ......................................... .............. ......................................... ................................. ASSOCIATES R.D. _ILI (1991) LIMITED DRAWN BY: %WMPLMI Architects L.Z./M.N. Engineers CHECKED BY: NTT_ Landscape.4rchitect R.D Project Managers DATE: 11.Stanley Court,Unit 1 OCT.2005 Whitby Ontario L1 8P9 SCALE: Tel: (905)666-5252 1:50 Fax: (905)M6-5256 FILE : e-mad;bba@bba-ardmg.com 'X I .......... .......... ...... ............... ............... ........... ................... lClar-i DRAWING NO: k4ROJECT NO: 04103 LKM# 2004-0656 E302 f CHECK AND VERIFY ALL DIMENSIONS AT THE SITE. ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE CONSULTANT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. FIRE ALARM SYSTEM SPECIFICATIONS LIGHTING FIXTURE SCHEDULE DRAWINGS ARE NOT TO USED FOR CONSTRUCTION UNTIL SIGNED AND SEALED BY THE CONSULTANT. TYPE LAMPS DESCRIPTION APPROVED EQUAL 1- EXISTING FIRE ALARM SYSTEMS FIRELITE SENSISCAN 2000 IS LOCATED IN ELECTRICAL .2 THE WIRING CONNECTIONS TO ALL EQUIPMENT COMPONENTS SHOW THAT ROOM AND SHALL BE EXPANDED TO COVER NEW AREA. PROVIDE ALL NECESSARY THE INSTALLER COMPUED TO ULC AND CSA REQUIREMENTS. p," 5OW 4" DW. RECESSED UNE VOLTAGE LUMINAIRE C/W NATURAL FINISHED SELF-FLANGE TRIM, ELCO MODIFICATIONS AND ADDITIONAL EQUIPMENT REQUIRED FOR THE CONTROL PANEL T HAS BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PAR20 AND SUITABLE FOR NON-INSULATED CEIUNG LTTHONIA ,3 EQUIPMENT REFER TO ZONING SCHEDULE FOR NEW ADDITIONAL ZONES. THOMAS RECOMMENDATIONS, AND THAT ALL SIGNALLING DEVICES OF WHATEVER MANUFACTURER LTTON CAT.# LR999-SERIES HAVE BEEN OPERATED OR TESTED TO VERIFY THEIR OPERATION; AND 2- PROVIDE NEW FIRE ALARM DEVICES AS SHOWN ON PLANS C/W CONDUITS, WIRING AS 1 X 32W 204mm (81 DIA. RECESS MOUNTED COMPACT FLUORESCENT DOWN LIGHT, SEMI UPON Leading the Way REQUIRED FOR A COMPLETE SYSTEMS. NEW FIRE ALARM DEVICES (MANUAL PULL STATION. .4 THE SUPERVISORY WIRING OF THOSE ITEMS OF EQUIPMENT CONNECTED TO 'B' CFL TRIPLE SPECULAR CLEAR 47AX REFLECTOR WITH WHITE TRIM, 347 VOLT ELECTRONIC BALLAST. UTHONIA BELLS, SMOKE DETECTORS, HEAT DETECTORS) SHALL MATCH EXISTING. A SUPERVISED CIRCUIT IS OPERATING AND THAT THE GOVERNMENTAL REGULATIONS, 35WK ELCO IF ANY, CONCERNING SUCH SUPERVISORY WIRING. HAVE BEEN MET TO THE JUNO CH8-132Q-85OC-WH-347 3- COMPLETE INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF THE SATISFACTION OF INSPECTION OFFICIALS. NO. ISSUES DATE BY CAN ULC S524-M86 "STANDARD FOR THE INSTALLATION OF FIRE ALARM SYSTEMS WHERE THE REQUIREMENTS OF THIS SECTION EXCEED THE MINIMUM REQUIREMENTS .5 THE MANUFACTURER SHALL SUPPLY REASONABLE AMOUNTS OF TECHNICAL " CFl OF THE ULC STANDARDS, THESE SPECIFICATIONS SHALL GOVERN. ASSISTANCE WITH RESPECT TO ANY CHANGES NECESSARY TO CONFORM TO THE F1" 3x32W T8 2'x4' RECESSED IN T-BAR CEIUNG FLUORESCENT LUMINAIRE. HINGED DOOR B 1 ISSUED FOR BUILDING PERMIT 2005 COLUMBIA TENDER NOV 2 ABOVE DURING THE PERIOD OF INSPECTION BY THE MANUFACTURER, MAKE FRAME, ACRYLIC LENS, 347V R5 ELECTRONIC BALLAST. C&M R.D. 4- MANUAL PULLSTATIONS SHALL COMPLETE WITH BREAKGLASS ROD, PULL LEVER, AVAILABLE TO THE MANUFACTURER ELECTR►CIANS AS DESIGNATED BY THE METALUX CAT.# G SERIES. HUBBELL EVACUATION ALARM KEY SWITCH TO MATCH EXISTING. MANUFACTURER. 5- THERMAL DETECTORS SHALL HAVE TWIST LOCK MOUNTING FOR EASE OF MAINTENANCE, 'F2" 2x32W T8 SAME AS TYPE 'F1" BUT 1x4 C/W FLANGE FOR DRYWALL CEILING TESTING AND REPLACEMENT ACTIVATION OF THE FIXED TEMPERATURE ELEMENT IN THE 10- THE VERIFICATION MUST MEET CAN STANDARD S537 AND OPEN FLAME IS NOT DETECTOR SHALL BE INDICATED BY A VISIBLE MEANS. DETECTOR SHALL MATCH EXISTING. TO BE USED FOR TESTING. CF] ON COMPLETION OF THE INSPECTION AND WHEN ALL OF THE ABOVE CONDITIONS "F3" 2x32W T8 SURFACE MOUNTED 1'x4' FLUORESCENT LUMINAIRE, HINGED DOOR FRAME, PEERLESS 6- SMOKE DETECTORS SHALL MATCH EXISTING. ABOVE HAVE BEEN COMPUED WITH, AND DEFICIENCIES INDICATED IN PREUMINARY ACRYLIC LENS, BLACK FINISH 347V RS ELECTRONIC BALLAST. COLUMBIA REPORT HAVE BEEN CORRECTED, THE MANUFACTURER SHALL ISSUE TO THE MEfALUX CAT.# MC SERIES. C&M, HUBBELL 7- FIRE ALARM AUDIBLE SIGNALS SHALL BE (6" BELL AS NOTED) VIBRATING ARCHITECT: POLARIZED DC TO MATCH EXISTING. .1 A COPY OF THE INSPECTING TECHNICIAN'S REPORT SHOWING LOCATION OF "F4" 2x32W T8 TWO LAMP FLUORESCENT LUMINAIRE INDUSTRIAL TYPE C/W REFLECTOR 347V CF] 8- WIRING SHALL BE SIZED IN ACCORDANCE WITH CLASS 2 REQUIREMENTS, BUT SHALL BE EACH DEVICE AND CERTIFYING THE TEST RESULTS OF EACH DEVICE RS ELECTRONIC BALLAST AND WIRE GUARD PEERLESS PROTECTED FROM MECHANICAL INJURY OR OTHER INJURIOUS CONDITIONS SUCH AS .# DIM SERIES. COLUMBIA MOISTURE, EXCESSIVE HEAT OR CORROSIVE ACTION IN ACCORDANCE WITH CLASS I .2 A CERTIFICATE OF VERIFICATION CONFIRMING THAT THE INSPECTION HAS BEEN METALUX CAT C&M, HUBBELL COMPLETE AND SHOWING THE CONDITIONS UPON WHICH SUCH INSPECTION REQUIREMENTS. CONDUCTORS SHALL BE SOUD COPPER, SIZED TO SYSTEM AND CERTIFICATION HAVE BEEN RENDERED. MANUFACTURER'S REQUIREMENTS. "F5" 2x32W T8 SAME AS 'F3' BUT SUSPENDED FROM STRUCTURE WITH THREADED RODS. CR PEERLESS .3 PROOF OF LIABILITY INSURANCE FOR THE INSPECTION. ALL COSTS INVOLVED COLUMBIA 9- VERIFICATION AND CERTIFICATION OF FIRE ALARM EQUIPMENT AN INSPECTION OF THE IN THIS INSPECITON SHALL BE IN THE TENDER PRICE C&M, HUBBELL FIRE ALARM EQUIPMENT, EXISTING AND NEW, INCLUDING THOSE COMPONENTS NECESSARY TO THE DIRECT OPERATION OF THE SYSTEM SUCH AS MANUAL STATIONS, THERMAL P. 1x400W MH POLE MOUNTED FULL CUT-OFF LUMINAIRE C/W DIE-CAST SINGLE PIECE ALUMINUM GREEN LEE DETECTORS, SMOKE DETECTORS AND CONTROLS SHALL BE CARRIED OUT BY AN 11- PROVIDE A NEW FIRE ALARM MODULE TO ACCOMODATE THE NEW FIRE ALARM THOMAS INDEPENDENT 3R IN LENS-DOWN APPLICATION. ANODIZED SEGMENTED EGMM ENTED REFLECTORS WITH TOOLESS D PARTY. THE INSPECTION SHALL COMPRISE AN EXAMINATION OF SUCH ZONES C/W ALL THE ASSOCIATED DEVICES FOR A COMPLETE OPERATING SYSTEM. L NOMINAL 1/8" WALL THICKNESS IN ARMS, SUITABLE FOR WET LOCATIONS HUBBELL EQUIPMENT FOR THE FOLLOWING: N FASTENERS. PULSE START BALLAST. STANDARD DARK BRONZE CORROSION-RESISTANT .1 THE TYPE OF EQUIPMENT INSTALLED IS THAT DESIGNATED IN THE POLYESTER POWDER FINISH. PORCELAIN MOGUL-BASE SOCKET AND SUITABLE FOR SPECIFICATIONS. ALL COST INVOLVED IN THIS INSPECTION SHALL BE IN THE TENDER PRICE. 347 VOLT OPERATOR. LTTHONIA AERIS CAT.# AS2-40OM-SRW4-347-SPA-SCWA-LPI-CSA "T1" 5OW 12'-0" LONG 3-CIRCUIT FLUSH MOUNTED EXTRUDED ALUMINUM TRACKS C/W 5OW LTTHONIA THOMAS EXISTING FIRE ALARM ANNUNCIATOR SCHEDULE PAR 20 MFL PAR30 12ov MEDIUM FLOOD LAMP. HUBBELL LOCATION ZONE No. LOCATION ZONE 11 ZONE 11 ZONE # 15 NOTE: ALL HEADS SHALL BE C/W UV FITTERS. TRACK ZUMTOBEL STAFF 'THE LIGHT SERIES CAT.# 58621 SERIES'. INITIATING CIRCUIT #1 1 2 INITIATING CIRCUIT #2 HEADS ZUMTOBEL STAFF 'PAR STAR SERIES CAT.# 902-3-SP-295-296UV REMOTE SIGNAL TO MUNICIPAUTY 3 4 ALARM RELAY "172" 50W 8'-0" LONG 3-CIRCUIT FLUSH MOUNTED EXTRUDED ALUMINUM TRACKS C/W 50W PAR30 LITHONIA WEST RINK PAD 5 6 WEST AREA/LOBBY/HALL PAR 2D MFL 120V MEDIUM FLOOD LAMP. HUBBELL KITCHEN FIRE HOOD SYSTEM 7 8 WEST ELECTRICAL ROOM l- -I--- _T_____7_ __7 f NOTE: ALL HEADS SHALL BE C/W UV FITTERS. 7 MULTI-USE RM A/KITCHEN HOOD 9 10 MULTI-USE RM B/ELECT. RM SMOKE TRACK ZUMTOBEL STAFF 'THE UGHT SERIES CAT.# 58681 SERIES'. HEADS ZUMTOBEL STAFF 'PAR STAR SERIES CAT.# 902-3-SP-295-296UV 3 #310 - 50mmC EXISTING 1111-2 WEST SPRINKLER SYSTEM FLOW 11 12 WEST RINK DRY SPRINKLER FLOW J EAST RINK PAD 13 14 EAST ARENA LOBBY dt ZAMBONI RM 'T3" 50W 4'-0" LONG 3-CIRCUIT FLUSH MOUNTED EXTRUDED ALUMINUM TRACKS C/W 50W PAR30 LITHONIA 200/200A,3P 2ND FLOOR VIEWING 15 16 SOUTH EAST STAIR SMOKE ZONE # 17 PAR 20 MFI_ 120V MEDIUM FLOOD LAMP. UBBELL \ �e 3 #500MCM - 76mmC NOTE: ALL HEADS SHALL BE C/W UV FITTERS. 400/400A,3P EXISTING MCC-1 SOUTH WEST STAIR SMOKE 17 18 EAST RINK DRY SYSTEM FLOW TRACK ZUMTOBEL STAFF 'THE LIGHT SERIES CAT.# 58641 SERIES'. WET SPRINKLER - LOW PRESSURE 19 20 WET SPRINKLER MAIN SHUT-OFF HEADS ZUWT013EL STAFF 'PAR STAR SERIES CAT.# 902-3-SP-295-296UV EXISTING T2 200/125A,2P WEST DRY SPRNKLER LOW PRESSURE 21 22 WEST DRY SPRINKLER SHUT-OFF EAST DRY SPRNKLER LOW PRESSURE 23 24 EAST DRY SPRINKLER SHUT-OFF EXISTING T3 y 200/125A,2P BELL #3 25 26 BELL #4 60 40A,3P EXISTING RINK BELL #5 27 28 BELLE ZONE # 7 ; EXISTING M C LIGHTING <y METER CABINET / SPARE ALARM ZONES (RESERVE FOR OWNER'S USE) 29 30 SPARE ALARM ZONES (RESERVE FOR OWNER'S USE) ' \ m EXISTING WEST SPARE ALARM ZONES (RESERVE FOR OWNER'S USE) 31 32 SPARE ALARM ZONES (RESERVE FOR OWNER'S USE) F } PARKING LIGHTING NEW MUSEUM PREACTION SYSTEM SUPERVISORY 33 34 MUSEUM PREACTION SYSTEM LOW PRESSURE EXISTING FIRE ALARM ZONE #3 30/30A 3P f TO BE EXTENDED TO INCLUDE MUSEUM PREACTION SYSTEM SHUT-OFF 35 36 SUPERVISORY VALVE SV-101/SV-102/SV-103 w , THE ADDITION 2 12-13mmC 4 12 - 13mmC EXISTING F/A 37 38 SPARE ' / SYSTEM 30 15A,2P 0 RELOCATED TRANSFORMER SPARE ; y ZONE 9 - SPARE 39 40 SPARE E �{ " 3 #6 - 25mmC EXISTING HVAC \�\ \ FROM TRANSFORMER PAD 800 BOOA,3P CT'S / re UNIT # 1 4 #3/0 - 50mmC LP "A" �\ \� / 100 70A,3P 200A, 3P . SPARE 41 42 SPARE ' \ 2 RUNS OF },<,;,<< y \ six •. 4 #500MCM - lOOmmC 3 #6 - 25mmC EXISTING HVAC CONCRETE ENCASED 100/70A,3P UNIT # 2 SPACE y, ��„ \ ZONE 3 112.5kVA 600-120/208V .2. \ a 30 4W TRANSFORMER ZONE 1 \ i i � �r 4 #3/0 - 50mmC LP "C" CONCESSION (INCLUDING SEATING) 200A, 3P 25mmC ] EXISTING ARENA (� CENTRE OF RINK) � 200/150A,3P _ . Q � .-. 4 #3 32mmC LP "F" � : 1 ODA. 3P 25mmC ] EXISTING ARENA -�` f a f 3 #1/0 - 38mmC ��a \ �� •��> " ZONE 5 \' OFFICES �\ �� �� �� \, \ , :t , \; " �\ ` r ` `\ iVSs f .a \ �� r��� �� 4 #50OMCM - 89mmC LOBBY AND '` "\r `, ? �`�\`\ ZONE 3 .' a�` . `.\ ^ LP "M1" VIEWING ROOM 100A 3P 4 #3 - 32mmC EXISTING SPEAKERS �:\���`'� ` :. \� ."" � �` � ,.,• y _ CIRCUIT 6 POLE 20A LIGHTING CONTACTOR NEW 125A-30 CIRC CONNECTED TO EXISTING PHOTOCELL. 120/208V-30-4W s S s MUSEUM EXISTING DP "BBB" 120/208V 30, 4W G - 400 MAINS C ARENA LIGHTING NO. REVISIONS DATE BY 4 #3 - 32mmC All G (1600mm HIGH) 100 100A,3P C EXTERIOR LIGHTING CCT.# / AA-5, 7, 9, 11, 13, 15 AND 17 M M FIGURE SKATING ROOM a TO LIGHTING CIRCUITS (REFER TO FLOOR PLAN FOR EXACT NUMBER OF BREAKERS REQUIRED). LEIPCIGER PEA 12mmC M TICKET BOOTH KAMINKER SYSTEM 4 #3/0 - 5ommG LP (IN MAIN CT CA PANEL And Partners Inc. "BB" (IN MAIN ELECTRICAL ROOM) MITEL 12mmC M STAFF ROOM ` CoNSt�T Bvs 200/200A,3P 12mmC M OFFICE TORONTO SUDBURY (416)445-8255 / (705)675-6881 45KVA 600-120/208V STORAGE AREA 30, 4W TRANSFORMER 12mmC M TIME KEEPER'S BOX 4 #3 - 32mmC F'Cc„l (CHANGE ROOMS) 4 #2/0 - 50mmC 100A 100A SPACE 100/1OOA,3P 'D1" PROJECT: �--� LP "D" LP 100A 100A 200A CYS 01 d BRIAN McFARLANE EXISTING P/A SYSTEM 60A, 3P Y 3 #6 - 25mmC HOCKEY MUSEUM 60A, 3P 4 #6 - 25mmC s0A 30A 20oA GARNETT B. RICKARD ARENA EMPTY CONDUIT SYSTEM DIAGRAM SCALE : N.T.S. 30A 30A 200A /C # 1 ON ROOF 2438.4 3 #10 - 19mmC WP A (96") 200A 30/30A,3P ® 20A, 60OV, 30 NOTES: 200A 1) PROVIDE A COMPLETE EMPTY CONDUIT SYSTEM C/W PULL STRING FOR P/A SYSTEM \ 3 #10 - 19mmC rYm1 DEHUMIDIFIER 800A 30/30A, P3 20A, 600V, 30 5#3+GND-35mmC 2) PROVIDE 4"x4" OUTLET BOX AT SPEAKER LOCATIONS AND 2"x4° BOX ® MICROPHONE SPACES 400A MAIN LP 'SS" TRANSIENT VOLTAGE I MUNICIPALITY OF CLARINGTON LOCATIONS SWITCH I 100/100AF,3P 3) TERMINATE ALL CONDUITS INTO A 12"x12" BOX IN CEILING SPACE AND 50mm TO NEW SPUTTER 'S1' TVSS SUPPRESSOR CONDUIT DOWN TO PA SYSTEM 200/150A,3P TG60 O CURRENT DRAWING: TECHNOLOGY (Tl'P.) 4) ALL CONDUITS SHALL BE 19mm UNLESS OTHERWISE SHOWN 75kVA 600V-120/208V 5#3+GND-35mmC LP "ES" 30, 4W TRANSFORMER ELECTRICAL 5) PROVIDE 21 mm EC C/W PULL CORD BACK TO CEILING SPACE OF ROOM WHERE SUSPENDED FROM CEILING) 100/100AF,3P P.A. RACK IS LOCATED. <�61 TVSS 65. 65. 65. 1 SINGLE LINE DIAGRAM (38") (38") (38") 100/90A,3P 100AF,3P Q �,C, 6#6+GND-27mmC I� *EL- AND DETAILS (NEW) - 60/60AF,3P EXISTING SWBD "AAA* 5#250MCM + GND-78mmC TvsS SCALE: N.T.S. 3 #3+GND - 35mmC 400A 30-4W KBE I LSPUTTER - F Z AHU-1 NEW LOCATED IN TI/ELECTRICAL CLOSET 009 J D.C. NG E rrI s0/50AF,3P 3#6+GND-21 mmC (NEW) 6OA,3P 05/10/28 \p O � SPACES BARRY" BRYAN DESIGN BY: DOC CONTROL ASSOCIATES R.D. L (1991) LIMITED DRAWN BY'. s caM�: Architects L.Z./M.N. Engineers EXISTING S W B D "AAA" Landscape Architect R.D CKEO BY: INlrw Project"✓Tanagers DATE: 800A-347/600V 3� 4W 11 Stanley Court,Unit 1 OCT.2005 0� W:ttitby Ontario L1 N BP9 SCALE: NEW TRANSFORMER SHALL BE ELECTROSTATICALLY SHIELDED C/W SINGLE LINE DISTRIBUTION DIAGRAM T,9I: (905)666-5252 N.T.S 200X NEUTRAL BUS, COPPER WOUNDED ISOLATION TRANSFORMER. SCALE: N.T.S. Fax: (905)6663256 e-mail: bbaQbbaarcheng.t�m FILE: PROJECT NO: DRAWING NO: 04103 B901 Lh'M# 2004-0656 CHECK AND VERIFY ALL DIMENSIONS AT THE SITE, PANEL `M 1 ' TYPE: SIEMENS TYPE: SIEMENS ALL DRAWINGS,SPECIFICATIONS AND RELATED DOCUMENTS ARE THE MAINS: 225 AMPS LOCATION: EXISTING MAIN ELECTRICAL ROOM PAN EL ES MAINS: 225 AMPS LOCATtaN: IT ELECTRICAL ROOM 009 COPYRIGHT PROPERTY OF THE CONSULTANTAND MUST BE RETURNED / UPON REQUEST. REPRODUCTION OF DRAWINGS IN PART OR WHOLE SECTION 16A - GENERAL ELECTRICAL CONDITIONS 20BY/120V. Std, 4W MOUNTING: SURFACE 20BY/120V, 34, 4W MOUNTING: SURFACE WITHOUT THE PERMISSION OF THE CONSULTANT IS FORBIDDEN. 1. COMPLY WITH GENERAL CONDITIONS OF THE CONTRACT AND DIVISION 1. SECTION 166 - RACEWAYS, ELECTRICAL DEVICES AND CONTROLS 8. SUPPLY, INSTALL AND MAINTAIN ALL REQUIRED TEMPORARY WIRING TO OCCUPIED AREAS AT ALL LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL SIGNED TIMES. PROVIDE ADEQUATE PROTECTION TO EXISTING WIRING AND EQUIPMENT SERVING HE AND SEALED BY THE CONSULTANT. 2. HIS SECTION APPLIES TO ALL SECTIONS OF DIVISION 16. 1. PROVIDE ALL MATERIAL, EQUIPMENT AND LABOUR REQUIRED FOR A COMPLETE AND ADEQUATE EXISTING AND NEW AREAS AND PARTICULARLY WHERE WIRING AND ELECTRICAL EQUIPMENT HAVE 900 INFOR. COUNTER RCEPT. (IG) 15A 1 2 15A GFI RECEPTACLE (WP) 1200 1500 FLOOR RECEPTACLE 20A 1 2 20A FLOOR RECEPTACLE 1500 BECOME EXPOSED TO MECHANICAL INJURY OR MOISTURE IN HE COURSE OF ALTERATIONS OR NEW 3. PROVIDE EACH ITEM MENTIONED OR INDICATED OF QUALITY AND SUBJECT TO QUALIFICATIONS CONSTRUCTION.OF ELECTRICAL MATERIALS AS SHOWN ON HE DRAWINGS AND AS DESCRIBED HEREIN. 900 INFOR. COUNTER RCEPT. 15A 3 4 15A GIFT SHOP RECEPTACLE 900 1500 FLOOR RECEPTACLE 20A 3 4 20A FLOOR RECEPTACLE 1500 CONSTRUCTION. NOTED. PERFORM ACCORDING TO CONDITIONS STATED EACH OPERATION PRESCRIBED; AND 1600 CLEANING RECEPTACLE (5-20RA 20A 5 6 15A GIFT SHOP RECEPTACLE 1200 1500 FLOOR RECEPTACLE 20A 5 6 20A FLOOR RECEPTACLE 1500 ,=m1w n PROVIDE THEREFORE ALL LABOUR, MATERIAL, EQUIPMENT, INCIDENTALS AND SERVICES REQUIRED TO 2. SWITCHES SHALL BE UNLESS OTHERWISE INDICATED, PASS & SEYMOUR, WHITE, DECORA TYPE 9. POWER SHUTDOWN, IF REQUIRED, MUST BE COORDINATED WITH CLIENTS REPRESENTATIVE. ) AS FOLLOWS: COMPLETE THE INSTALLATION. 300 W/R 006 GFl RECEPTACLE 15A 7 8 15A OFFICE 1200 1500 FLOOR RECEPTACLE 20A 7 8 20A FLOOR RECEPTACLE 1500 cl,! ff IF M M 1 SPECIFICATION GRADE 15A 20A 10. CERTAIN ITEMS ARE IDENTIFIED ON THE DRAWINGS AS EXISTING EQUIPMENT TO BE 'REMOVED O. 4. WORK BY OTHER DIVISIONS SINGLE POLE 120V 2601-W 2621-W DISCONNECT SAID EQUIPMENT AND MAKE SAFE. OBSOLETE CONDUITS AND CABLES SHALL BE 900 COMPUTERS IG RECEPTACLE 15A 9 10 15A WORKSHOP RECEPTACLE 300 1500 WALL RECEPTACLE 20A 9 10 20A WALL RECEPTACLE 1500 ACI . ... .... 3 WAY 120V 2603-W 621- W DISCONNECTED FROM THEIR SOURCE OF SUPPLY. CUT BACK TO A SUITABLE POINT, AND LEFT IN 1 PAINTING OF EXPOSED CONDUITS, DUCTS AND UNFINISHED ELECTRICAL EQUIPMENT: 4 WAY 120V 2604-W 2624-W PLACE UNLESS THEY INTERFERE WITH THE NEW WORK, IN WHICH CASE THEY SHALL BE REMOVED. 900 COMPUTERS RECEPTACLE 15A 11 12 15A WORKSHOP RECEPTACLE 300 1500 WALL RECEPTACLE 15A 11 12 15A WALL RECEPTACLE 1500 Leading the Way UNDER DIVISION 9. 300 ELECTRICAL ROOM 15A 13 14 15A WORKSHOP RECEPTACLE 300 1500 WALL RECEPTACLE 15A 13 14 15A WALL RECEPTACLE 1500 SINGLE POLE 347V 2601347-W 2621347-W 11. ALL UNUSED FUSED SWITCHES AND CIRCUIT BREAKERS SHALL BECOME SPARE. PROVIDE NEW, IT/ .2 CONCRETE WORK - UNDER DIVISION 16. 3 WAY 347V 2603347-W 2623347-W UP-DATED DIRECTORIES FOR PANELS. 840 INFO. COUTER LIGHTING 20A 15 16 15A EXHAUST FAN EF-1 300 1500 WALL RECEPTACLE 15A 15 16 15A WALL RECEPTACLE 1500 NO. ISSUES DATE BY .3 CUTTING AND PATCHING WILL BE BY DIVISION 16. PATCHING SHALL BE OF SAME 4 WAY 347V 2604347-W 2624347-W 12. CERTAIN ITEMS ARE IDENTIFIED ON THE DRAWINGS AS EXISTING EQUIPMENT "RELOCATED". 770 GIFT SHOP LIGHTING 20A 17 18 15A SPARE - - SPARE 15A 17 18 15A SPARE - MATERIAL AS SURROUNDING AREA AND SHALL BE PAINTED OR FINISHED TO MATCH DISCONNECT SAID EQUIPMENT FROM ITS PRESENT SOURCE AND AFTER RELOCATION, RECONNECT ISSUED FOR BUILDING PERMIT AND 2005 EXISTING. .2 SWITCHES OF EQUAL QUALITY AS MANUFACTURED BY BRYANT, ARROW HART, LEVITON AND REINSTALL ALL ELECTRICAL COMPONENTS. 50A 19 20 30A - CEILING RECEPTACLE 20A 19 20 20A CEILING RECEPTACLE - 1 TENDER NOV 2 R.D. AND HUBBELL SHALL BE CONSIDERED AS ACCEPTABLE AS SPECIFIED ALTERNATES. - HUMIDIFIER 5. MAKE A SET OF WHITE PRINTS AND AS HE JOB PROGRESSES, MARK ON CHANGES MADE 13. ALL EXISTING EQUIPMENT AND MATERIAL NOT REQUIRED IN THE FINAL INSTALLATION SHALL BE 2P �21 22 TVSS - - CEILING RECEPTACLE 20A 21 22 20A CEILING RECEPTACLE - THROUGH ANY APPROVED CHANGE ORDER AS WELL AS HE LOCATION OF FEEDERS, CONDUIT RUNS, 3. RECEPTACLES SHALL BE, UNLESS OTHERWISE INDICATED, PASS & SEYMOUR. WHITE, DECORA, U CAREFULLY REMOVED AT HE APPROPRIATE TIME AND SHALL BE DISPOSED OF. JUNCTION BOXES, AND ALL CHANGES IN CIRCUITING, LOCATION OF EQUIPMENT, RUNS OF GROUND, SCREW TERMINAL TYPE - SPARE 15A 23 24 3P - CEILING RECEPTACLE 20A 23 24 20A CEILING RECEPTACLE - CONDUITS, WIRING, ETC. FROM THAT ORIGINALLY SHOWN, SO THAT ON THE COMPLETION OF HE 14. WHERE DRAWINGS INDICATE EXISTING FLUORESCENT LIGHTING FIXTURES ARE TO BE RELOCATED OR JOB THE RECORD DRAWINGS WILL SHOW HE EXACT LOCATION AS ACTUALLY INSTALLED. LOCATION .1 SPECIFICATION GRADE - REMOVED, THE CONTRACTOR SHALL INSPECT ALL SUCH FIXTURES TO ASCERTAIN WHETHER EXISTING TOTAL CONNECTED LOAD: 14.3 KVA _ SPARE 20A 25 26 30A OF CONCEALED AND BURIED DUCTS, CONDUITS AND CABLES SHALL BE DIMENSIONED FROM FIXED 15A 125V DUPLEX 26252-W BALLASTS CONTAIN PCB'S. EXTRACT THOSE BALLASTS THAT CONTAIN PCB'S AND STORE THEM IN - SPARE 20A 27 28 TVSS - REFERENCE POINTS. RECORD DRAWINGS SHALL BE KEPT AT HE SITE AND SHALL BE BROUGHT UP 20A 125V DUPLEX 26352-W CONTAINER(S) APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. PLACE THESE CONTAINERS TO DATE AS HE WORK PROGRESSES. SUBMIT COMPLETED RECORD DRAWINGS BEFORE FINAL 15A 125V DUPLEX ISOLATED GROUND (ORANGE)IG26262 ON SITE AT LOCATION DESIGNATED BY THE OWNER. - SPARE 15A 29 30 3P CERTIFICATE OF JOB ACCEPTANCE IS ISSUED. 15A 125V DUPLEX GROUND FAULT 1591-WCN 6. THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO HE ARCHITECT ON THE COMPLETION OF .2 RECEPTACLES OF EQUAL QUALITY AND TYPE AS MANUFACTURED BY BRYANT, 15. DURING PERIODS WHEN DEMOLITION OPERATION WILL CREATE A FIRE HAZARD TO NEIGHBOURING TOTAL CONNECTED LOAD: 33 KVA THE PROJECT AS DESCRIBED ABOVE: ARROW HART, LEVITON AND HUBBELL SHALL BE CONSIDERED AS SPECIFIED BUILDING CODE TO THE PARTIALLY OCCUPIED ACTIO OF THE AUTHORITIES. COST SHALL BE°INCLUDEDD IN THE HE TO PANEL `ELF �E SIEMENS PANELS V. 'ES' AND 'SS' SFWl BE C/W INTEGAL CONTACTOR ���`�• CONTRACT. 208Y/120V, 30, 4W MOUNTING: SURFACES LOCATION: IT/ELECTRICAL ROOM 009 - ELECTRICAL INSPECTION CERTIFICATE - FIRE ALARM VERIFICATION CERTIFICATE 4. COVERPLATES FOR RECEPTACLES, LIGHT SWITCHES, TELEPHONE, DATA AND TV OUTLETS SHALL BE LOAD DESCRIPTION BREAKER CIRCUITS BREAKER, DESCRIPTION LOAD SMOOTH THERMOPLASTIC FROM HE SAME MANUFACTURER AS FOR WIRING DEVICES. COLOUR SECTION 16F - EMERGENCY LIGHTING UNIT, REMOTE HEADS AND EXIT LJGHTS - AS BUILT DRAWINGS SHALL MATCH COLOUR OF WIRING DEVICES. - EXHIBIT LIGHTING 20A 1 1 2 20A EXHIBIT UGH71NG _ - DATA BOOKS 5. OUTLET BOXES SHALL BE ELECTRO GALVANIZED AND MADE OF CODE GAUGE STEEL, WHERE MORE 1, EMERGENCY LIGHTING UNIT EQUIPMENT - EXHIBIT LIGHTING 20A 3 4 20A EXHIBIT LIGHTING - - GUARANTEE THAN ONE DEVICE IS SHOWN ON PLAN, A MULTI-GANG BOX SHALL BE USED. OFFSET OUTLET .1 EMERGENCY LIGHTING UNIT EQUIPMENT SHALL BE MANUFACTURED, LABELED AND LISTED - EXHIBIT LIGHTING 20A 5 6 20A EXHIBIT LIGHTING - � ' TYPE: SIEMENS BOXES, SHOWN BACK TO BACK IN PARTITIONS, HORIZONTALLY TO MINIMIZE NOISE TRANSMISSION AS CERTIFIED TO MEET CSA C22.2 NO. 141 AND AUTOMATICALLY SWITCH LOAD ON AT PANEL SS MAINS: 225 AMPS LOCATION: IT/ELECTRICAL ROOM 009 7. PROVIDE TEMPORARY FACILITIES FOR FIELD OFFICE, WORKSHOP, TOOLS AND MATERIAL STORAGE AS BETWEEN ADJACENT AREAS. OUTLET BOX FOR DEVICES MOUNTED SIDE BY SIDE OR ONE ABOVE POWER FAILURE AND OFF ON RETURN OF NORMAL POWER. - EXHIBIT LIGHTING 20A 7 8 20A EXHIBIT LIGHTING - 208Y/12OV, 30, 4W MOUNTING: SURFACE MAY AS REQUIRED FOR OWN USE AND BE RESPONSIBLE FOR ANY LOSS OR DAMAGE THERETO. THE OTHER SHALL BE SEPARATED BY A MINIMUM OF ONE INCH (25MM). SECTION 16C - DISTRIBUTION .2 BATTERY UNIT SHALL BE COMPLETE WITH: - EXHIBIT LIGHTING 20A 9 10 20A SPARE - LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD 8. ALL MATERIAL SHALL BE STORED NEATLY AND OUT OF THE WAY. CLEAN UP DAILY ALL REFUSE SPARE 20A 11 12 20A SPARE - 1500 FLOOR RECEPTACLE 20A 1 2 20A FLOOR RECEPTACLE 1500 CAUSED BY WORK. 1. PROVIDE ALL MATERIAL, EQUIPMENT AND LABOUR REQUIRED FOR A COMPLETE AND ADEQUATE A LED TYPE SIGNAL LIGHTS FOR "AC POWER ON" AND 'CHARGER ON' - 9. BIND WITHIN A HARD COVERED, LOOSE LEAF BINDER, A COMPLETE SET OF MANUFACTURER'S DISTRIBUTION SYSTEM AS SHOWN ON THE DRAWINGS AND AS DESCRIBED HEREIN. .B TEST SWITCH AND DIAGNOSTIC LED INDICATOR LIGHTS SHALL BE VISIBLE - SPARE 20A 13 14 20A SPARE - 1500 FLOOR RECEPTACLE 20A 3 4 20A FLOOR RECEPTACLE 1500 OPERATING AND MAINTENANCE INSTRUCTIONS SHOWING ALL MAJOR ELECTRICAL EQUIPMENT AND 2, THE MAIN SERVICE IS AN EXISTING 800A 30 4W SYSTEM. .0 CORD AND PLUG CONNECTION FOR 120 VOLT AC, DIRECT WIRED CONNECTION FOR - SPACE - 15 16 - SPACE - 1500 FLOOR RECEPTACLE 20A 5 6 20A FLOOR RECEPTACLE 1500 SYSTEMS. INCLUDE SHOP DRAWINGS AND DETAIL DRAWINGS. INSTRUCTIONS SHALL BE COMPLETE 347 VOLT AC. FOR INSTALLATION, OPERATION AND MAINTENANCE SPARE PART SUPPLIERS, LISTS AND ADDRESSES 3. SWITCHBOARDS ARE EXISTING, FEDERAL PIONEER QMQB. - SPACE - 17 18 - SPACE - 1500 FLOOR RECEPTACLE 20A 7 8 20A FLOOR RECEPTACLE 1500 SHALL BE INCLUDED. MAKE ANY ADDITIONS AND/OR CORRECTIONS REQUIRED BY HE ARCHITECT .D LOW VOLTAGE DISCONNECT FEATURE. AND SUBMIT TWO CORRECT COPIES TO HE ARCHITECT. INSTRUCTIONS SHALL BE REVIEWED WITH 4. FUSIBLE UNITS SHALL HAVE QUICK-MAKE, QUICK-BREAK MECHANISM AND SHALL BE FRONT .E 12V DC FUSED OUTPUT CIRCUITS. - SPACE - 19 20 30A 1500 WALL RECEPTACLE 20A 9 10 20A WALL RECEPTACLE 1500 THE OPERATING PERSONNEL TO ENSURE A THOROUGH UNDERSTANDING OF THE EQUIPMENT AND OPERATED. UNIT SHALL BE INDIVIDUALLY ENCLOSED WITH INSULATED END BARRIERS. FUSE CUPS _ _ - ITS OPERATION. SHALL BE HIGH PRESSURE TYPE SUITABLE FOR AND COMPLETE HRC FUSES. .F BATTERY MOUNTING: SUITABLE FOR WALL MOUNTING, COMPLETE WITH BRACKET SPACE 21 22 TVSS 1500 WALL RECEPTACLE 15A 11 12 15A WALL RECEPTACLE 1500 10. EXAMINE THE SITE, EXISTING EQUIPMENT AND THE LOCAL CONDITIONS AFFECTING THE WORK OR SHELF FROM MANUFACTURER. - SPACE - 23 24 3P 1500 WALL RECEPTACLE 15A 13 14 15A WALL RECEPTACLE 1500 UNDER THIS CONTRACT. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY FOR ANY OBVIOUS 5. EACH FUSIBLE UNIT SHALL HAVE A LAME OF NAMEPLATE ATTACHED WITH CONTACT CEMENT OR G BATTERY CHARGER: SOLID STATE MICRO-CONTROLLER PCB, PULSE-GUARD SCREWS. NAMEPLATE SHALL CARRY NAME OF EQUIPMENT OR PANEL SERVED BY HE UNIT. TOTAL CONNECTED LOAD: 14.3 KVA 1500 WALL RECEPTACLE 15A 15 16 15A WALL RECEPTACLE 1500 CONSIDERATIONS OVERLOOKED. CHARGER, FEATURES INCLUDE: VOLTAGE/CURRENT REGULATED AUTO-EQUALIZED, 6. LIGHTING PANELS SHALL BE OF HE TYPE AND SIZE INDICATED WITH THE NUMBER OF BRANCH INVERSE TEMPERATURE COMPENSATED, CURRENT LIMITED, SHORT CIRCUIT AND PANELS 'EL', 'ES' AND 'SS' SHALL BE C/W INTEGAL CONTACTOR - SPARE 15A 17 18 15A SPARE - 11. AFTER HE WORK IS COMPLETE BUT BEFORE FINAL PAYMENT, GIVE THE OWNER A WRITTEN CIRCUITS AS SHOWN ON THE DRAWINGS. REVERSE POLARITY PROTECTED. RECHARGES BATTERY WITHIN 24 HOURS IN - GUARANTEE THAT YOU WILL, AT NO CHARGE TO THE OWNER, REPLACE OR REPAIR ANY DEFECTS IN ACCORDANCE WITH CSA. - CEILING RECEPTACLE ZOA 19 20 20A CEILING RECEPTACLE WORKMANSHIP AND MATERIALS NOT DUE, IN THE OPINION OF HE ARCHITECT TO MISUSE OR .1 PANELS SHALL BE PANELBOARD TYPE WITH COPPER BUS BARS WITH 200% NEUTRAL, _ - NEGLECT. GUARANTEE SHALL COVER A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE BOLT-ON TOGGLE TYPE BREAKERS, AS MANUFACTURED BY SCHNEIDER, CUTLER-HAMMER A BATTERY TRANSFER: UPON FAILURE OF THE POWER SUPPLY OR VOLTAGE DIPS CEILING RECEPTACLE 20A 21 22 20A CEILING RECEPTACLE OF THE WORK BY HE ARCHITECT. HIS GUARANTEE SHALL IN NO WAY SUPPLANT ANY OTHER OR SIEMENS. BELOW 75X OF NOMINAL, A SEALED RELAY AUTOMATICALLY AND - CEILING RECEPTACLE 20A 23 24 20A CEILING RECEPTACLE - GUARANTEE OR GUARANTEES OF LONGER PERIOD, BUT SHALL BE BINDING ON ALL OTHER WORK NOT INSTANTANEOUSLY CONNECTS HE BATTERY TO THE EMERGENCY UGHTING LOAD OTHERWISE COVERED. .2 TWO POLE AND THREE POLE BREAKERS SHALL HAVE COMMON TRIPS. EACH LIGHTING AND DISCONNECTS WHEN BATTERY DISCHARGE REACHES 87.5%. - SPARE 20A 25 26 30A PANEL SHALL HAVE TYPEWRITTEN DIRECTORY WITH TRANSPARENT PLASTIC COVER. .I BATTERY HOUSING: CONSTRUCTED OF FORMED AND WELDED 18 GAUGE COLD 12. ALL WORK SHALL COMPLY STRICTLY TO THE REQUIREMENTS OF HE LATEST EDITIONS OF THE - SPARE 20A 27 28 1VSS - CANADIAN ELECTRICAL CSA CODE AS ADOPTED AND AMENDED BY PROVINCIAL REGULATIONS 3 CIRCUIT LOADS SHALL BE BALANCED ACROSS PHASES AS CLOSELY AS POSSIBLE. ROLLED STEEL WITH TWO i KNOCKOUTS, FINISHED IN BAKED WHITE ENAMEL 14 AND HE BUILDING CODE THESE CODES AND ANY ADDITIONAL REQUIREMENTS OF HE POWER .4 PROVIDE LOCKING DEVICES TO BREAKERS CONTROLLING CIRCUITS FOR FIRE ALARM CONTROL - SPARE 15A 29 30 3P UTILITY SHALL FORM AN INTEGRAL PART OF HIS SPECIFICATION. WHERE DRAWINGS CALL FOR PANEL, EMERGENCY LIGHTS AND EXIT LIGHTS, TIME SWITCHES, MECHANICAL CONTROLS, .J MANUAL TEST SWITCH: TRANSFERS UNIT FROM EXTERNAL POWER SUPPLY TO EQUIPMENT, WIRING OR OTHER REQUIREMENTS EXCEEDING THE MINIMUM REQUIREMENTS OF HE ETC. INTEGRAL BATTERY SUPPLY. BUILDING MAINTENANCE REQUIRED TO DOCUMENT TOTAL CONNECTED LOAD: 33 KVA CODE, HE DRAWINGS SHALL BE FOLLOWED. ONE MANUAL TEST EACH MONTH AND CONDUCT ONE FULL DISCHARGE TEST ONCE 5 TRANSIENT VOLTAGE SERGE PROTECTION SFWLL BE PROVIDED COMPLETE WITH 30A/3P A YEAR PER OBC/CSA C22.2 NO. 141 REQUIREMENTS. PANELS 'EL.', 'ES' AND 'SS' Shall BE C/W INTEGAL CONTACTOR 13. BEFORE STARTING ANY WORK. SUBMIT THE REQUIRED NUMBER OF COPIES OF THE ELECTRICAL CIRCUIT BREAKER. DRAWINGS TO HE POWER AUTHORITY AND ELECTRICAL INSPECTION DEPARTMENT REGIONAL OFFICE, 3. BATTERY SHALL BE SEALED, MAINTENANCE-FREE LEAD TYPE. 10 YEARS EXPECTED LIFE, FOR HEIR APPROVAL AND COMMENTS. 7. DISCONNECT SWITCHES SHALL BE TYPE A. HORSEPOWER RATED, SQUARE D. CUTLER-HAMMER OR CAPACITY AS INDICATED ON THE DRAWINGS. SIEMENS. 14. PAY ALL FEES FOR EXAMINATION OF DRAWINGS AND OBTAIN ALL PERMITS REQUIRED AND PAY ALL .4 REMOTE HEADS SHALL BE SINGLE OR TWIN AS INDICATED ON DRAWINGS, SEALED BEAM, PERMIT AND INSPECTION FEES. 8. FUSES SHALL BE HRC FORM 1. FUSES PROTECTING MOTORS OR TRANSFORMERS SHALL BE 11ME SWIVEL-TYPE, 12 VOLTS, 12 WATT QUARTZ LAMP, WITH MOUNTING PLATES FOR WALL OR DELAY TYPE CEILING MOUNTING AS INDICATED, WHITE FINISH. LUMACELL MQ SERIES. 15. ARRANGE FOR INSPECTION OF ALL WORK BY THE POWER AUHOR17Y AND INSPECTION 9. DRY TYPE TRANSFORMERS SHALL BE AS MANUFACTURED BY SCHNEIDER, HAMMOND. DELTA OR .5 UNIT EQUIPMENT, REMOTE HEADS AND AUXILIARIES SHALL BE BY HE SAME DEPARTMENT. ON COMPLETION OF THE WORK, PRESENT TO THE OWNER THE FINAL AN EQUAL. MUFACTURER. PANEL UNCONDITIONAL CERTIFICATE OF APPROVAL ISOLATED GROUND TYPICAL. 16. ON AWARD OF CONTRACT, SUBMIT FOR REVIEW LIST OF DELIVERY DATES AND 7 COPIES OF SHOP 1 HE TRANSFORMER SHALL BE INDOOR AIR COOLED TYPE, RATED SINGLE OR THREE PHASE AS .6 UNIT EQUIPMENT SHALL BE LUMACELL RC12S SERIES OR EQUAL BY LUXNET, BEGHELLI BUS BAR 1SQI.STEQ DRAWINGS FOR ALL EQUIPMENT. NOTED ON DRAWINGS. 60 CYCLES, OF KVA RATING SHOWN ON THE PLANS, 600V - OR EMERGI-UTE ELECTRICAL PANEL TRANSIENT VOLTAGE SURGE SUPPRESSOR GROUN 20BY/12OV, 1.2KV CLASS, AND CAPABLE OF WM-67 LADING A 10KV BIL (RECESSED BOX FOR FLUSH MOUNTING MAIN DISTRIBUTION INSTALLATION 17. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, NOISE AND VIBRATION. ALL EQUIPMENT 2. EXIT LIGHTS WHERE REQUIRED). SPL� GREEN INSULATED � SHALL BE CSA APPROVED. .2 HE TRANSFORMER SHALL HAVE STANDARD PRIMARY TAPS, SHALL BE DESIGNED WITH A .1 EXIT LIGHTING FIXTURES SHALL BE SINGLE OR DOUBLE FACE WITH DIRECTIONAL ARROWS AS 30A, 3P GROUND GROUND WIRE--GREEN CLASS H INSULATION SYSTEM, AND SHALL BE CSA TYPE ANN. 18. SCHEDULE AND COORDINATE ALL WORK WITH OTHER TRADES. RELOCATE OR REPLACE CONDUIT OR INDICATED ON DRAWINGS. ILLUMINATOR SHALL BE AN LED TYPE SELF CONTAINED MODULE CONDUCTOR EQUIPMENT WHICH INTERFERES WITH OTHER TRADES DUE TO LACK OF COORDINATION WITH OTHER .3 FLOOR MOUNTED TRANSFORMERS SHALL HAVE VIBRO-ACOUSTIC VIBRATION ISOLATORS DESIGNED TO EVENLY ILLUMINATE ALL LETTERS, MAXIMUM CONSUMPTION 2 WATTS. T' LIVE WIRE-BLACK TRADES. INSTALLED BETWEEN HE CASE AND HE FLOOR. DESIGNED FOR AT LEAST 50,000 HOURS OF CONTINUOUS OPERATION WITHOUT A I V SS EMT CONDUIT NEUTRAL WIRE-WHETS REPLACEMENT. EXIT LIGHT SHALL MEET OR EXCEED CSA 860 STANDARDS. LETTERING B SILVER TE RMq�AL 19. HE OWNER SHALL HAVE TEMPORARY USE OF INSTALLATION PRIOR TO FINAL ACCEPTANCE .4 WALL MOUNTED TRANSFORMERS SHALL HAVE WALL MOUNTING ANGLE IRON PLATFORMS SHALL BE EXIT 19MM (3/41 X 150MM (61. -GREEN TERMINAL 20. ALL CLAIMS FOR EXTRAS SHALL BE SUPPORTED BY WRITTEN AUTHORIZATION AND SHALL BE WITH APPROPRIATE VIBRATION ISOLATING HANGERS AND/OR BRACKETS. .2 VOLTAGE OPERATION: NORMAL POWER INPUT, 120V AC, EMERGENCY DC INPUT 12 C NEUTRAL WIRE-WHITE 5 TRANSFORMERS SHALL. BE WIRED WITH 3 FEET (3M) OF FLEXIBLE CABLE ON SECONDARY VDC. UD PVC NIPPLE WITH SUBMITTED WITH ITEMIZED MATERIAL AND LABOUR COSTS BREAKDOWNS. MATERIALS SHILL BE AND PRIMARY SIDES FOR SOUND ISOLATION. DOUBLE LOCK NUTS. BONDING GROUND WIRE-GREEN PRICED AT COST INCLUDING ANY DISCOUNT. LABOUR UNITS SHALL BE BASED ON CECA AND .3 EXIT SIGN SHALL BE CONSTRUCTED OF AN EXTRUDED ALUMINUM BODY AND FACEPLATE, NEUTRAL BUS BAR • • NECA LABOUR UNIT TABLES SUITABLE FOR HE TYPE OF WORK INVOLVED. THERE SHALL BE NO .6 TRANSFORMERS SHALL BE COPPER WOUND, K20 RATED WITH 2O0X NEUTRAL WHITE FINISH, WITH SNAP OUT ARROWS, LUMACELL LER 400 SERIES OR EQUAL BY - NED�- EXTRA CLAIM FOR RELOCATION OF ANY EQUIPMENT WITHIN 10 FEET (3M) FROM THE ORIGINAL LUXNET, BEGHEW OR EMERGILITE. GROUND BUS BAR • • •• - LDCATION, PROVIDED THAT THE CHANGE IS MADE BEFORE INSTALLATION. 16. PANEL BOARDS AND TRANSFORMERS LOCATED IN SPRINKLERED AREAS SHALL BE PROVIDED WITH NORMAL BU OVERHANGS, DRIP PANS, ETC., AS REQUIRED TO PROTECT AGAINST FIRE PROTECTION SPRINKLER GROUND BAR NSTN1-CATION A REC 21. ALL ELECTRICAL EQUIPMENT MOUNTED AND CONNECTED BY HIS CONTRACTOR. WHETHER WATER FLOW (WEATHERPROOF). NOTES' DOUBLE �U SUPPLIED BY HIM OR NOT, SHALL BE IDENTIFIED BY MEANS OF PLASTIC NAMEPLATES. NEUTRAL LUGS 1. HE TVSS SHALL BE INSTALLED IN MANNER TO MINIMIZE WIRE LENGTH TO 22. WIRING 17. INTEGRATED EQUIPMENT RATING (SERIES RATING) FOR ELECTRICAL EQUIPMENT THE BREAKER AND NEUTRAL AS MUCH AS POSSIBLE. FOR PANELS WITH BOTTOM L EL NEUTRAL BUS BARS USE 3 BOTTOM BREAKER SPACES, FOR TOP NEUTRAL BUS BARS ISOLATNEUTRAL FEEDER NEUTRAL FEEDER 1 ALL WIRING SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND IN AREAS NOTED •1 AS A MINIMUM, ALL DOWNSTREAM PAN BOARDS MUST BE INTEGRATED EQUIPMENT USE 3 TOP BREAKER SPACES. ED GROUND RATED WITH THE UPSTREAM PROTECTIVE DEVICE AND SHALL BE CSA APPROVED FOR SERIES RATING. 2. WIRE TO BE AS SHORT AND STRAIGHT AS POSSIBLE FOR ALL PHASES, BUS BAR WHERE WIRING MAY BE INSTALLED IN SURFACE CONDUITS. NEUTRAL AND GROUND (WIRE LEADS SHALL NOT EXCEED 6 INCHES). NEUTRAL FEEDER .1 RIGID STEEL CONDUITS SHAD_ BE USED IN: .2 EACH PANEL BOARD SHALL BE LABELLED TO INDICATE: 3. SHARP BENDS OR RIGHT ANGLE BENDS IN HE MS UNIT LEAD WIRES ARE - ALL EXPOSED WIRING SUBJECT TO MECHANICAL DAMAGE, .1 TESTED IER KA RATING. NOT ALLOWED. ALL AREAS REQUIRED BY CODE. 4. HE TVSS UNIT SHALL BE INSTALLED STRICTLY TO HE MANUFACTURER'S AM .2 EMT CONDUITS MAY BE USED WHERE PERMITTED BY CODE: .2 SPECIFIC UPSTREAM PROTECTIVE DEVICE. INSTRUCTIONS. 1. PROVIDE SEPARATE NEUTRAL FOR EACIq INDIVIDUAL CIRCUIT. - EXPOSED WIRING. .3 PERMISSIBLE BRANCH DEVICES. ' - IN FURRED WALLS. 5. ARRANGE TO HAVE HE FINAL INSTALLATION INSPECTED 8Y MANUFACTURER'S 4 PANEL DESIGNATION. REPRESENTATIVE. MAKE ALL REQUIRED CHANGES AS DIRECTED. 2. PROVIDE A SEPARATE NEUTRAL AND A SEPARATE ISOLATED INSULATED GREEN GROUND .2 ARMOURED FLEXIBLE CABLE TYPE AC90 (BX CABLE) MAY BE USED AS DROP CABLE FOR EACH ISOLATED GROUND RECEPTACLE. FROM JUNCTION BOX TO LIGHT FIXTURES. RECEPTACLES AND MOTORS IF RUN IN HOLLOW 18. SUBMIT SHOP DRAWINGS FOR PANELS, TRANSFORMERS AND DISCONNECTS. PARTITIONS OR IN DRY ACCESSIBLE CEILING SPACES. MAXIMUM UNGH 2OFT. NO BX CABLES MAY BE EXPOSED WITHIN THE MUSEUM DISPLAY AREA SECTION 16D - LIGHTING 2 TYPI L NEUTRAL & ISOLATED GROUND INSTALLATION NO. RE=VISIONS DATE BY .3 FLEXIBLE CONDUIT SHALL BE USED FOR FINAL SHORT CONNECTIONS BETWEEN OUTLET AND 1. SUPPLY AND INSTALL ALL LIGHTING FIXTURES, LAMPS, AND ALL REQUIRED ACCESSORIES AS 1 TVSS INSTALLATION $O SCALE: N.T.S. ELECTRICAL EQUIPMENT SUCH AS RECESSED FIXTURES, MOTORS, TRANSFORMERS, INDICATED ON THE DRAWINGS BY LETTER TYPE AND AS HEREINAFTER SPECIFIED. �O2SCALE N.T.S. MOTORIZED EQUIPMENT AND FIXED APPLIANCES. FLEXIBLE CONDUIT IN MECHANICAL ROOMS AND ON HE EXTERIOR WALL SHALL BE PVC JACKETED, LIQUID TIGHT. 2. SUBMIT SHOP DRAWINGS FOR EACH LIGHTING FIXTURE TYPE. .4 HOME RUNS OF WIRING TO PANELS SHALL BE IN CONDUITS. 3. REPLACE AND INSTALL WITHOUT EXTRA COST TO HE OWNER: LEIPCIGER 23. ALL LOW VOLTAGE AND MULTI CONDUCTOR CABLES SHALL BE INSTALLED IN CONDUIT. - ALL DEFECTIVE OR NOISY BALLASTS FOR A PERIOD OF ONE YEAR MITELMAN 24. ALL CONDUCTORS SHALL BE COPPER 600 VOLT GRADE WITH INSULATION TYPE RW90. MINIMUM - ANY INCANDESCENT OR LOW VOLTAGE LAMP WHICH FAILS WITHIN 30 DAYS OF TAKEOVER /;t CONDUCTOR SIZE SHALL BE 12 AWG AND COLOUR CODED. MINIMUM WIRING FOR EMERGENCY - ANY FLUORESCENT OR H.I.D. LAMP WHICH FAILS WITHIN 90 DAYS OF TAKEOVER. `Ana Partners Inc. BATTERY SYSTEM SHALL BE #10 AWG AND SIZED TO LIMIT VOLTAGE DROP TO BELOW 5% . OON1�1�T1V6�6�Rs WIRE CONNECTIONS SHALL BE MADE WITH PRESSURE TYPE SOLDERL.ESS CONNECTORS WITH VINYL 4. INCANDESCENT LAMPS SWUl BE 130V STANDARD SERVICE TYPE AS MANUFACTURED BY G.E., TORONTO SUDBURY INSULATING CAPS AND LOCKING RINGS. PHILIPS, OR SYLVANIA. UNLESS OTHERWISE NOTED. (416)445-8255 / (705)675-6881 .1 MAXIMUM LENGTH FOR 15 AMP, 120/208 VOLT BRANCH CIRCUIT HOME RUNS SHALL BE 5. COMPACT FLUORESCENT LAMPS SHALL BE 3500K TYPE WITH CRI OF 82 AS MANUFACTURED BY AS FOLLOWS: G.E., PHILIPS OR SYLVANIA. BALLASTS FOR COMPACT FLUORESCENT LAMPS SHALL BE HIGH POWER -- FACTOR, ELECTRONIC. C-01 0 ES-01 CIRCUIT LOAD #12 AWG #10 AWG IDENTIFICATION RECEPTACLE65 FT (20M) OVER 65 FT (20M) 6. FLUORESCENT T 8 LAMPS SHALL BE BI PIN, RAPID START, 3500K WITH CRI OF 85, INITIAL p m PROJECT: LIGHTING 90 FT (27M) OVER 90 FT (27M) LUMENS OF 3000 FOR F32 T 8. AS MANUFACTURED BY G.E, PHILIPS, OSRAM, OR SYLVANIA,UNLESS OTHERWISE NOTED. � WALL MOUNT BRIAN McFARLANE 25. UNLESS OTHERWISE NOTED ON HE ARCHITECTURAL AND ELECTRICAL DRAWINGS, MOUNTING JUNCTION BOX HEIGHTS OF EQUIPMENT ABOVE FINISHED FLOOR FROM CENTRE LINE OF THE MOUNTING BOX SHALL 7. BALLASTS FOR FLUORESCENT T 8 LAMPS SHALL BE HIGH FREQUENCY ELECTRONIC, RAPID START WITH ® HOCKEY MUSEUM BE AS FOLLOWS: CLASS "A" SOUND RATING, MINIMUM POWER FACTOR OF 95%. MAXIMUM TOTAL HARMONIC O DISTORTION OF LESS THAN 10X, MINIMUM BALLAST FACTOR OF 85%, AND MAXIMUM CREST .1 TOP OF PANEL BOARD - 78" (198OMM) FACTOR OF 1.7. BALLASTS SHALL MEET ANSI/IEEE SPECIFICATION C62.41 FOR TRANSIENT AND WALL CORNETT B. RICKARD ARENA .2 LIGHT SWITCH - 47" (1200MM) SURGE IMMUNITY, AND FCC PART 18 SUBPART C FOR NON CONSUMER LIMITS FOR EMI AND RFI p 3 MOTOR STARTER/THERMOSTAT - SAME AS LIGHT SWITCH EMISSION. BALLASTS SHALL BE MANUFACTURED TO CERTIFIED BALLAST MANUFACTURERS STANDARDS AND AS MANUFACTURED BY G.E, ADVANCE, MAGNETEK, OR OSRAM. .4 RECEPTACLE, TELEPHONE, DATA, ETC. - 18" (450MM) .5 RECEPTACLES IN MECHANICAL ROOMS AND OTHER UNFINISHED AREAS - 47" (1200MM) B. ALL LIGHTING FIXTURES, INCLUDING THOSE MOUNTED IN SUSPENDED CEILING, TO BE SUPPORTED FLOOR FROM BUILDING STRUCTURE. .6 END-OF-LINE RESISTOR FOR SIGNAL AND ALARM CIRCUITS - 72" (1830MM) MM OR 9" (230MM) BELOW CEILING WHERE 9• COORDINATE HE INSTALLATION OF LIGHTING FIXTURE WITH ALL TRADES TO PROVIDE SPACING MUNICIPALITY OF CLARINGTON .7 ALARM SIGNAL DEVICE - 96' (2440 CEILING HEIGHT IS LOWER THAN 105" �2670MM) INTENDED. 26. IF NUMBER OF CONDUCTORS IN ANY ONE CONDUIT EXCEEDS 6 LINE CONDUCTORS, CONDUCTOR 10. FIXTURES SHALL BE PROPERLY CLEANED AND LEFT CLEAN AND DUST FREE. ANY FIXTURE SHOWING KT* FSR FL-710 PASS THRU FLOOR BOX 4 TYPICAL WALL QUAD DUPLEX K7**'-NJUNc-nON BOX IN THE IT ELECT CLOSET 009 SIZE SHALL BE INCREASED TO ALLOW FOR DEBATING AS REQUIRED BY CODE. MARKS OR SCRATCHES DUE TO HANDLING OR TOOL MARKS SHALL BE REPLACED. ESO2 SCALE N.T.S. E802 E802 D RAW I N G: RECEPTACLE OUTLET 27. MECHANICAL TRADE WILL SUPPLY ALL STARTERS, CONTROL TRANSFORMERS AND CONTROLS FOR SECTION 16E - WORK IN EXISTING BUILDINGS AND CONTINUITY OF SERVICES EQUIPMENT SUPPLIED BY THEM AND WILL MOUNT ALL THESE EXCEPT FOR WALL MOUNTED SCALE: N.T.S. STARTERS AND WALL MOUNTED LINE VOLTAGE CONTROLS, WHICH SHALL BE MOUNTED BY ELECTRICAL 1. ARCHITECTURAL, STRUCTURAL AND ELECTRICAL ALTERATIONS AND ADDITIONS ARE BEING MADE IN ELECTRICAL SPECIFICATION TRADE CURRENT OF THE MOTOR, SHALL DO ALL HOT ATER RANK WIRING,OTHER EQUIPMENT THAT DRIES THE LOAD HE EXISTING AND SPECIFICATIONS. ON ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL MECHANICAL TRADE. MECHANICAL TRADE WILL DO ALL OTHER RELATED WIRING. AND DETAILS 2. VISIT THE SITE AND EXAMINE HE EXISTING CONDITIONS AND ALL TENDERING DOCUMENTS, 28. EMPTY CONDUITS PROVIDED BY DIVISION 16 FOR USE BY OTHERS SHALL BE COMPLETE WITH DRAWINGS AND SPECIFICATIONS. MAKE ALL NECESSARY ALLOWANCES IN TENDER PRICE FOR PULL ROPES. REMOVAL, RELOCATION, REROUTING, RECONNECTION OF EXISTING ELECTRICAL EQUIPMENT AND WIRING AS MAY BE NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS PROJECT. NO 29. ALL CONDUITS AND OUTLET BOXES SHALL BE SUPPORTED FROM THE BUILDING SURFACES AND SHALL ALLOWANCE WILL BE MADE LATER FOR ANY EXPENSE INCURRED BY HIS TRADE THROUGH FAILURE NOT BE SUPPORTED FROM OTHER CONDUITS, DUCTS OR PIPES. TO MAKE HIS EXAMINATION. 30. GROUNDING AND BONDING 3. REMOVE AND/OR RELOCATE AND REINSTALL ALL WIRING, FIXTURES AND EQUIPMENT AS NECESSARY TO ACCOMMODATE ARCHITECTURAL AND STRUCTURAL ALTERATIONS AND ADDITONS INDICATED ON .1 PROVIDE GROUNDING AND BONDING OF TRANSFORMERS, EQUIPMENT, LIGHT STANDARDS, THE DRAWINGS. WIRING LOCATED IN AREAS BEING ALTERED OR DEMOLISHED, BUT FEEDING Z FEEDERS, CONDUITS, ETC. GROUNDING SHALL BE DONE IN ACCORDANCE WITH THE OUTLETS OR EQUIPMENT REQUIRED TO REMAIN IN SERVICE SHALL BE REROUTED AS REQUIRED TO D.C. NG E rn THESE CODE AND ALL REQUIREMENTS OF THE LOCAL UTILITY AUTHORITIES. MAINTAIN THE CONTINUITY OF ESE SERVICES. m .2 THE FOLLOWING REQUIREMENTS ARE SUPPLEMENTARY AND ADDITIONAL TO HE ABOVE. 4. EXISTING ELECTRICAL EQUIPMENT REMOVED AND INDICATED FOR REUSE SHALL BE CLEANED � 05/10/28 �\p .3 PROVIDE A GREEN INSULATED BONDING CONDUCTOR IN ALL CONDUITS. SIZE OF BONDING BEFORE INSTALLATION. ALL UNUSED CONDUIT ENTRANCE OPENINGS SHUT BE SEALED, ALL CONDUCTOR SHALL BE AS SHOWN ON THE DRAWINGS. IF SIZE IS NOT SHOWN. FOLLOW DEFECTIVE COMPONENTS SHALL. BE REPLACED BEFORE REINSTALLATION. ELECTRICAL CODE. BONDING CONDUCTORS SHALL BE INSTALLED INSIDE CONDUIT OR TUBING 5. REUSED LIGHTING FIXTURES SHALL BE CLEANED THROUGHOUT AND DEFECTIVE COMPONENTS SHALL CONTAINING THE PHASE CONDUCTORS. BE REPLACED AND RELAMPED WITH NEW LAMPS. EXISTING LIGHTING FIXTURES INDICATED FOR CONMU .4 GROUNDING AND BONDING CONDUCTORS RUN INSIDE THE BUILDINGS BEYOND THE REUSE SHALL BE STORED SAFELY ON THE SITE UNTIL READY FOR INSTALLATION. ALL FIXTURES SHALL BARRY- BRYAN DESIGN BY: a ELECTRICAL ROOM SHALL BE IN CONDUIT OF SUFFICIENT DIAMETER. BE IN GOOD WORKING CONDITIONS AND APPEARANCE TO HE SATISFACTION OF THE CONSULTANT ASSOCIATES R,D. .5 WHERE ISOLATED GROUND RECEPTACLES ARE SPECIFIED, PROVIDE A SEPARATE GROUND UPON COMPLETION OF THE PROJECT. ALL EXISTING LAMPS AND EXISTING FIXTURES NOT BEING AND SEPARATE NEUTRAL CONDUCTOR FROM PANEL FOR EACH DUPLEX OR QUADPLEX REUSED SHILL BE HANDED OVER TO THE OWNER ON COMPLHON OF THE PROJECT OR DISPOSED (1991) LIMITED DRAWN BY: _ RECEPTACLE. H Arohitects E OWNER. L.Z./M.N. OF AS INSTRUCTED BY Engineers CHECKED BY: Nm� .6 TRANSFORMER NEUTRALS SHALL BE CONNECTED DIRECTLY TO AN APPROVED GROUNDING 5. ALL WIRING SHALL BE RUN CONCEALED WHERE POSSIBLE EXCEPT THAT CONDUITS IN UNFINISHED Landscape Architect R.D ELECTRODE TO HE FULL SATISFACTION OF THE INSPECTION AUTHORITY. AREAS AND ON EXISTING WALLS AND CEILING MAY BE INSTALLED ON SURFACE ProiF+ct iVanagers DATE: .7 GROUND CONNECTIONS SHALL BE MADE WITH APPROVED SOLDER LESS GROUND 7, REWORK EXISTING POWER SERVICE AND DISTRIBUTION AS INDICATED ON THE DRAWINGS. 11 Stanley Court,Unit 1 OCT.2005 CONNECTORS, OR BY WELDING, USING HERMIT PROCESS. ALL GROUND CONNECTIONS PROVIDE NEW POWER PANEL, SPUTTER AND FUSIBLE UNITS, ETC., AS REQUIRED OF SIZE AS UNDERGROUND AND IN PLACES. WHICH WILL BECOME INACCESSIBLE AFTER INSTALLATION. SHOWN ON THE DRAWINGS. Whi�yl Ontario L1 N 8P9 SCALE: SHALL BE MADE ONLY BY WELDING USING THE HERMIT PROCESS. Tel: (905)666-5252 N.T.S. .8 CONTINUOUS ROW OF FLUORESCENT FIXTURES AND FIXTURE WIRING CHANNELS WHERE Fax: (905)666-5256 SUCH ARE USED SHALL HAVE A GREEN GROUND WIRE OF SAME SIZE AS PHASE email: hbeQbbe-ercheng.com CONDUCTORS. THE FIXTURES OR CHANNEL BODIES SHALL NOT BE RELIED UPON TO PROVIDE GROUND CONTINUITY. PROJECT NO: DRAWING NO: 04103 E802 LKM;# 2004-0656 SS-15--\ IT-02 Ss-15 IT-03 SS-15 E IT-04 ES-15 ES-15 ES-15 2005-10-26 01 TENDER COORDINATION FC AM Date No Description Init. ❑ SS-01 ❑ SS-01 SS-01 SS-02 SS 02 El Revisions: ES-01(IG) ES-01(IG) ES-01(IG) ES-02(IG) ES-02(IG) SS-15 ES-15 IT-01 SS-01 SS-01 SS-01 SS-02 SS-02 Key Plan: ES-01(IG) ES-01(IG) ES-01(IG) ES-02(IG) ES-02(IG) El 00 -0 SS-14 IT-05 IT-06 SS-14 ES-14 ES-14 SS-03 SS-03 SS-04 SS-04 SS-05 SS-05 IT-07 ES-03(IG) ES-030G) ES-04(IG) ES-04(IG) ES-05(IG) ES-05(IG) SS-14 ES- El EMPTY ELECTRICAL METAL TUBING 0 32mm (1)/4") A WITH PULLING CABLE (TYP.) L — J SS-03 SS-03 SS-04 SS-04 SS-05 SS-05 ES-16 ES-03(IG) ES-030G) ES-04(IG) ES-040G) ES-05(IG) ES-05(IG) ES-OS(IG) SS-13 ES-13 IT-08 SS-16 ES-16 ❑ IT-15 SS-03 SS-03 SS-04 SS-04 SS-05 SS-05 ES-03(IG) ES-03(IG) ES-04(IG) ES-04(IG) ES-05(IG) ES-050G) D SS-06 ES-06(IG) ❑ ES-09 ES-10 SS-06 SS-07 SS-07 SS-08 SS-08 SS-09 ES-06(IG) ES-07(IG) ES-07(IG) ES-08(IG) ES-08(IG) ss-10 av IT-14—i-N TEL--►C{ SS-16 ES-16 SS-13 Notes: ES-13 FOR TENDER IT-09 Issue: GSM euiLD 4 a contractor arty and 4 not licensed to provide engineering seM ces. Ihase dravhps and specilkolions ody fndcate design Intanl IMe rSsclokrrFrg any Iabgty with respect to architectural a engineering sesponsitbtty.These drawings ore the exclu*e property of GSM BUILD and cannot be used,copied or reproduced,in whale or In part,without written pennMon.They mud be returned upon request,The contractor must verify at dimensions whIch appear on the pions prior to starling work. SS-06 SS-06 SS-07 SS-07 SS-08 SS-08 We d must those advised of al seeaa.aMabns a dsuepanc es between nose doeumenh and tfase d other professionals. ES-06(IG) ES-06(IG) ES-07(IG) ES-07(IG) ES-08(IG) ES-08(IG) GSMBUfED SS-08 SS-08 '$ 514.849.6639 ® 4898 de Maisonneuve W. ES-08(IG) ES-08(IG) 514.904.0724 o Mal,QC,Canada SS-07 @ WWW.GSMGROLIKA SS-07 ES-07(IG) 4898 de Matsonneuve W. C B ES-07(IG) GSM DESIGN Montreal,DC,Canada 'S 06 Hffi Phone 1 SS-06 ES-06(IG) IT-10 SS-12 55 - BRIAN MCFARLANE33 Designer: Fax(514)28&3820 ❑ ES-00G) ES-12 HOCKEY MUSEUM SS-12 IT-11 Project name: ES-12 ELECTRIC IT-12 SS-11 ES-11 FLOOR PLAN IT-13 SS-11 ROOM 004 ES-11 Description F.GOSSELIN F.C.-MARQUIS fgosselin @gsmbuild.ca fcmarquis®gsmbuild.caFCM Drawn by: Verified by: Last mod. 55—BEL-0004—P00-01 01 Drawing number: I Revision 1 :50 2005/10/27-(09:39) 0 01 Scale: D Pa Date No Description Init. Revisions ❑ ❑ El ❑ ❑ ❑ ❑ Key Plan: EL-09 EL-09 ES-20 ES-20 SS-20 SS-20 EL-01 EL-02 EL-03 EL-08 ES-21 ES-21 ES ES-22 - 2 22 SS-21 SS-21 SS-22 SS-22 ❑ ❑ J J EL-04 �EL-05 �EL-O6 ES-23 ES-24 B-25 SS-23 SS-24 SS-25 Notes FOR TENDER Issue J EL-07 EL-07 EL-08 GSM SURD B a contractor a*o and is not Ikensed to provide engineering servkes. These dra h.and specifications only indicate design intent thus disciala g any Iiobbh with respect to archiletlurd a engineering respaaAisih.These tlrowsps are the ES-23 ES-24 E5-25 excursive property of GSM BUILD and cannot be used.copied«reproduced,to whate a in port without wMlen petmksbn.They must be reh,metl upon request.The SS-23 SS-24 SS-25 conhoctor must vedfyoll dxnemiore,which appearo the plans prlortosiar1ingwork. We must be advised of W errors,aaYsslons or&ae ncies between these docurnenh Vzand thase d other proleuionae. ❑ Z GSMBtTLD V 514349.6639 ® 4898 de Maisonneuve W. Q 514.904.0724 Montreal,QC,Canada WWW.GSMGROUP.CA H3Z 1 M8 4898 de Maisonneuve W. GSM DESIGN Montreal,QC,Canada H37,Ms Phone 1514128&4233 Designer: Fax 1514128&3820 55 - BRIAN MCFARLANE HOCKEY MUSEUM Project name: ELECTRIC CEILING PLAN ROOM 004 Description: F.GOSSELIN F.C.-MARQUIS lgosselin @gsmbuikica fcmarquis@gsmbuild.ca FG Drawn by: Verified by: Last mod.: 55-BEL-0004-C00_00 00 Drawing number: I Revision 1 :50 2005/10/27-(09:3tPage:01 01 Scale: Date...��_...-_ /of: ' Su I Dedicated Exhibition Electrical Distribution Panel SS: SERVICE SUPPLY EL: SERVICE SUPPLY CAPTION: ES. Exhibition pp y CIRCUIT ID BREAKER % LOAD LOADED AT (watts) ROOM LOCATION CIRCUIT ID BREAKER % LOAD LOADED AT (watts) ROOM LOCATION CIRCUIT ID BREAKER % LOAD LOADED AT (watts) ROOM LOCATION T COMPUTER DATA OUTLET ES-01 20A 63% 1500 004 FLOOR SS-01 20A 63% 1500 004 FLOOR EL-01 20A 75% 1800 004 CEILING ES-02 20A 63% 1500 004 FLOOR SS-02 20A 63% 1500 004 FLOOR EL-02 20A 75% 2005-1x26 Ol TENDER COORDINATION Fc 1800 004 CEILING � T E L E P H 0 N E 0 U T L ET Date No Description Init. ES-03 20A 63% 1500 004 FLOOR SS-03 20A 63% 1500 004 FLOOR EL-03 20A 75% 1800 004 CEILING Revisions: ES-04 20A 63% 1500 004 FLOOR SS-04 20A 63% 1500 004 FLOOR EL-04 20A 75% 1800 004 CEILING QUADRUPLEX RECEPTICLE OUTLET ES-05 20A 63% 1500 004 FLOOR SS-05 20A 63% 1500 004 FLOOR EL-05 20A 75% 1800 004 CEILING ES-06 20A 63% 1500 004 FLOOR SS-06 20A 63% 1500 004 FLOOR EL-06 20A 75% 1800 004 CEILING ES-07 20A 63% 1500 004 FLOOR SS-07 20A 63% 1500 004 FLOOR EL-07 20A 75% 1800 004 CEILING IG ISOLATED GROUND ES-08 20A 63% 1500 004 FLOOR SS-08 20A 63% 1500 004 FLOOR EL-08 20A 75% 1800 004 CEILING ES-09 20A 787o' 1500 009 WALL SS-09 20A 78% 1500 009 WALL EL-09 20A 75% 1800 009 CEILING FS R FL-700 PASS TH R U FLOOR BOX ES-10 20A 78% 1500 009 WALL SS-10 20A 78% 1500 009 WALL TOTAL LOAD TO BE AVAILABLE : 16200 ES-11 15A 77% 1600 004 WALL SS-11 15A 77% 1600 004 WALL ES-12 15A 77% 1600 004 WALL SS-12 15A 77% 1600 004 WALL CIRCUITS TO BE SWITCHED BY BMS EMPTY ELECTRICAL METAL ES-13 15A 77% 1600 004 WALL SS-13 15A 77% 1600 004 WALL ES-14 15A 77% 1600 004 WALL SS-14 15A 77% 1600 004 WALL TUBING 0 32 m m ( 1 )/, 1) Key Plan ES-15 15A 77% 1600 004 WALL SS-15 15A 77% 1600 004 WALL GENERAL NOTES ES-16 15A 77% 1600 004 WALL SS-16 15A 77% 1600 004 WALL ELECTRICAL: WITH PULLING CABLE (TYP.) ES-17 SS-17 POWER DISTRIBUTION SHOULD BE DONE ACCORDING GSM BUILD ELECTRICAL SPECIFICATIONS PRESENTED ON THE ES-18 SS-18 DOCUMENT:55-SPE-ELEC-00_OO.PDF.EACH TYPE OF CIRCUIT(ES,SS,HL, EL)SHOULD BE CONTROLLED INDIVIDUALLY BY CEILING QUADRUPLEX ES-19 20A 777o 1600 004 CEILING SS-19 20A 77% 1600 004 CEILING MECHANICAL CONTROL(1/0) OR ELECTRONICALLY THROUGH BUILDING MANAGEMENT SYSTEM.IF SO,IT SHOULD BE ES-20 20A 77% 1600 004 CEILING SS-20 20A 77% 1600 004 CEILING LINKED TO THE EXHIBITION IT ROOM THROUGH A CAT5E CABLE.IT SHOULD BE INCLUDED INTO THE TENDER THAT OUR RECEPTICLE OUTLET SYSTEM WILL INTERFACE WITH THE BMS TO SWITCH POWER ON/OFF OF GIVEN TYPES (GROUPS)OF CIRCUITS. ES-21 20A 77% 1600 004 CEILING SS-21 20A 77% 1600 004 CEILING ES=EXHIBITION SUPPLY(ISOLATED GROUND) CEILING JUNCTION BOX ES-22 20A 77% 1600 004 CEILING SS-22 20A 77% 1600 004 CEILING 0 SS=SERVICE SUPPLY ES-23 20A 77% 1600 004 CEILING SS-23 20A 77% 1600 004 CEILING EL=EXHIBITION LIGHTING ES-24 20A 77% 1600 004 CEILING SS-24 20A 77% 1600 004 CEILING HL=HOUSE LIGHTING (SERVICE LIGHTING)SPECIFIED BY OTHERS TOTAL LOAD TO BE AVAILABLE: 33000 TOTAL LOAD TO BE AVAILABLE : 33000 TELECOMMUNICATIONS: ALL DATA POINTS SHOULD BE INSTALLED AND TESTED ACCORDING GSM BUILD SPECIFICATIONS PRESENTED ON THE CIRCUITS TO BE SWITCHED BY BMS CIRCUITS TO BE SWITCHED BY BMS DOCUMENT:55-SPE-DATA-00_00.PDF.DATA CABLE SHOULD BE AS SHOWN ON THE CABLE LIST, A DEDICATED BROADBAND INTERNET LINE SHOULD BE INSTALLED INTO THE IT ROOM. CABLE LIST TYPE MODEL MAKE PLENUM O.D. AWG CONDUCTORS STRANDING CSA FLAME MAX.PULLING MIN. BENDING TEST TENSION RADIUS DATA CAT.5E 7988R BELDEN N 5.182mm 24 4P SOLID FT4 178N 6.35mm DATA CAT.5E 7988P BELDEN Y 4.902mm 25 4P SOLID FT6 178N 5.08mm 7 3/4- t 7/a- 2 2" ° r-- SERVICE SUPPLY (SS) I ELECTRICAL OUTLET 7 r+6• J47' $ WITH CIRCUIT IDENTIFICATION 31 4• 31 4-DVIDER PATE DMDER PLATE -- EXHIBITION SUPPLY (ES) la ELECTRICAL OUTLET Z'r"• ISOLATED GROUND — — 14.2 +" ° DIVIDER PLATE 2 3/a• DIVIDER PUTS WITH CIRCUIT IDENTIFICATION — 150 ---Soo --I SS O1 ® ES-01 CIRCUIT xD ° - - - - - - -j � — — IDENTIFICATION 4 `" WALL MOUNT g Notes: � � IT-01 J DATA POINT JUNCTION BOX I EMPTY CONDUIT IDENTIFICATION FOR 2• Z're ° KNOCKOUTS TENDER ° ° Issue: 'r4• r4- S C A sE ICE AR WALL GSMBUILDBO contractor only and is not licensed to provide eniflneering servkes. Th ese drawings and specifications only Indicate design Ntenl thus disclaiming any IlabiRy veth respect to architectural a engheemg resporss�Tey.These drawings are the exclusive properly of GSM BUILD and cannot be used.copied or reproduced.In whole The 4 0' Y MR. contrxlor must verity oB dhservlons,which appear on the Plere prior to siodtp work. CeleLFara11 a In pad.without wrllfen permission.They must be re upon request. a 1 4- r� and Besse of other professionals. 3r 5/8'r 1/2L J We mull be advised d al errors,omissioru a dlsaepancles between these documents 1 PICA FLOOR GSMBUfLD IT/ ELEC CLOSET 2 3/8- 1r4• 009 $' 514.849.6639 ® 4898 Montreal, Canada TYPICAL FOR TWO SIDES TYPICAL FOR TWO SIDES Q 514.904.0724 H3Z 1 M8 WWW.GSMGROUP.CA A FSR FL-700 PASS THRU FLOOR BOX B WALL MOUNT JUNCTION BOX Monreal,Q onn each TYPICAL WALL QUADRUPLEX RECEPTICLE OUTLET C TYPICAL COMPUTER DATA OUTLET D SCALE: NTS GSM DESIGN HU IMal,QC,Canoda SCALE: NTS SCALE: NTS SCALE: NTS Phan 514)28&4233 Designer: Fox(514)2813-3820 55 - BRIAN MCFARLANE HOCKEY MUSEUM Project name: ELECTRIC & DATA (I.T.) DETAILS & SPECS REF.: 55-BEL-0004-P00_00 Description: F.GOSSELIN F.C.-MARQUIS fgosselin®gsmbuild.co fcmarqu)s®gsmbuild.caFCM Drawn by: Verified by: Last mod. 55—BEL-0004—D00_01 01 Drawing number: I Revision N -(09:42) 0 01 Scale: te: Page: o If:_ 634 - goo