Loading...
HomeMy WebLinkAbout2003-111 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON BY-LAW 2003- 111 Being a By-law to authorize a contract between the Corporation of the Municipality of Clarington and Thomas Brown Architects, Toronto, Ontario, to enter into an agreement for Courtice Fire Station — Architectural Services, Courtice, Ontario 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, Thomas Brown Architects, Toronto, 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 23r(fay of June 2003. 23rd June By-law read a third time and finally passed this day of 12003. Joh a Mayor = _. Qatti arr' , unicipal Clerk aarinaton g Leading the Way Municipality of Clarington EXECUTED CONTRACT Document Six Arddteeard Instime of Walsh Cababh Alberta Association of Arddieds Saskdclwwm Association of Arddteats Manitoba Association of Mditxts Ontario Association of Arditeds Ordre des arcidtodos do Qvdw Arddteds'Association of Now&answkk Nora Scotia Association of Arditecis Arddlods Association of Prince Edward Island Newfoondlood Association of Artkitests r In partnership with: The Royal Arddtettwel Institute of Canada Canadian Standard Form of Agreement between Client and Architect DOCUMENT SIX 1997 Edition The National Practice Program(NPP)is a partnership Contents between the ten Provincial Associations of Architecture and the Royal Architectural Institute of A ®t Between Client®d Architect Canada(BAIT). 1. DeNoitions This document has been developed by the NPP on 2 Architect's Responsibilities behalf of the architectural profession in Canada, 2.1 ARCHITECT'S BASIC SERVICES represented by the following member associations: 2.2 SCHEMATIC DESIGN PHASE 2.3 DESIGN DEVELOPMENT PHASE Architectural Institute of British Columbia 2.4 CONSTRUCTION DOCUMENTS PHASE 2.5 BIDDING OR NEGOTIATION PHASE Alberta Association of Architects 2.6 CONSTRUCTION PHASE-CONTRACT Saskatchewan Association of Architects ADMINISTRATION Manitoba Association of Architects 2.7 CONSTRUCTION BUDGET AND Ontario Association of Architects CONSTRUCTION COST ESTIMATES 2.8 ADJUSTMENT OF CONSTRUCTION Ordre des architectes du Qudbec BUDGET Architects' Association of New Brunswick 2.9 CERTIFICATE FOR PAYMENT Nova Scotia Association of Architects 3. Client's Responsibilities Architects' Association of Prince Edward Island 4. Payments To The Architect Newfoundland Association of Architects 4.1 PAYMENTS 0.2 DIRECT PERSONNEL EXPENSE Royal Architectural Institute of Canada 4.3 REIMBURSABLE EXPENSES 4.4 ARCH1TEC1"S RIGHT TO STOP Enquiries on the application and use of this document RENDERING SERVICES 4.5 PERCENTAGE-BASED FEE should be directed to the appropriate Provincial 4.6 FEE FOR ADDITIONAL SERVICES Association of Architecture. 4.7 CHANGES AND ADJUSTMENTS 4.8 PROJECT SUSPENSION OR ABA Suggestions on the development of standard contract 4.9 TAAXXES NMENT documents can be forwarded in writing to: 4.10 ACCOUNTING RECORDS National Practice Pro S. General Caoditiow Program 5.1 COPYRIGHT c/o Royal Architectural Institute of Canada 5.2 USE OF DOCUMENTS Suite 330, 55 Murray Street 5.3 PROJECT IDENTIFICATION Ottawa, Ontario 5.4 DISPUTE RESOLUTION 5.5 LIABILITY OF THE ARCHITECT KIN 5M3 5.6 TOXIC OR HAZARDOUS SUBSTANCES OR MATERIALS Copyright 1997. 5.7 TERMINATION Must not be copied in whole or in pan without the written permission 5.8 LAW GOVERNING THIS AGREEMENT of NPP. 5.9 SUCCESSORS AND ASSIGNS 5.10 EXTENT OF AGREEMENT Certain provisions of this document have been derived, with modifications, from AIA Document 8141 copyright 1987 by the 6. Other Conditions American Institute of Architects. All rights reserved. ALA copyrighted material has been reproduced with permission of the Schedule A Fees and Revnborsable Expenses American Institute of Architects wrier permission number 83073. Schedule B Additional Services Further reproduction is prohibited. Canadian Standard Form of Agreement Between Client and Architect 1997 Edition Agreement made as of the 24th day of June in the year of 2003 U N S Between the Client: (Include name and address) N The Corporation of the Municipality of Clarington v 40 Temperance Street , Bowmanville, Ontario L1C 3A6 m and the Architect: v (Include name and address) Thomas Brown Architects Inc. QP 394 King Street East o Toronto, Ontario M5A 1K9 For the following Project: '23 (Include detailed description of Project location and scope) New Courtice Fire Station v Courtice , Ontario e 0 U The Client and the Architect agree as set forth in the following terms and conditions. h O ti 1 Definitions In this Agreement the following definitions apply: 1.1 1.1.1 The Construction Budget is the Client's budget for the Construction Construction Budget Cost including contingencies for cost increases. 1.2 1.2.1 Construction Cost means the contract price(s) of all Project Construction Cost elements designed or specified by or on behalf of the Architect, permit fees, contingency amounts, and all applicable taxes includ- ing such value added taxes as the GST, whether recoverable or not. Where there is no contract price for all or part of the Project, the Construction Cost shall be the estimated cost of construction as determined by Architect, at market rates at the anticipated time of construction. Construction Cost does not include the compensation of the Architect, the Architect's consultants, the land cost, or other costs which are the responsibility of the Client. 1.2.2 In the event that the Client furnishes labour or material below market cost or old materials are re-used, the Construction Cost for purposes of establishing the Architect's fee is the cost of all materials and labour 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 the event that the Q construction does not proceed, at existing market prices at the anticipated time of construction. 1.3 1.3.1 The Contract is the undertaking between the Client and the V Contract Contractor to perform their respective duties, responsibilities and obligations as described in the Contract Documents. 1.4 1.4.1 The Contract Documents consist of the executed agreement Contract Documents between the Client and the Contractor, the general conditions, the m drawings, the specifications and all the other documents identified in the agreement as Contract Documents. (see Article 6. 1) 1.5 1.5.1 The Contractor is the person or entity contracting with the Client o Contractor to provide labour, materials and equipment for the execution of the Work. ° 1.6 1.6.1 General Review means the visits to the Place of Work at General Review intervals appropriate to the stage of the construction that the V Architect considers necessary to become familiar with the progress y and quality of the Work and to determine that the Work is in general conformity with the Contract Documents. p 1.7 1.7.1 The Place of the Work is the designated site or location of the Work U Place of the Work identified in the Contract Documents. 1.8 1.8.1 The Project as described in this Agreement means the total Project construction contemplated of which the Work may be the whole or a part. 1.9 1.9.1 The Project Budget is the Client's estimated total expenditure for Project Budget the entire Project. It includes, but is not limited to, the Construction N Budget, professional fees, costs of land, rights of way, and all other costs to the Client for the Project. A Subcontractor is a person or entity having a direct contract with 1.10.1 1.10 the Contractor to perform a part or parts of the Work or to supply Subcontractor products worked to a special design for the Work. Substantial Performance of the Work is as defined in the lien 1.11.1 1.11 legislation applicable to the Place of the Work. If such legislation Substantial is not in force or does not contain such definition, Substantial Performance Performance of the Work shall have been reached when the Work of the Work is ready for use or is being used for the purpose intended and is so certified by the Architect. A Supplier is a person or entity having a direct contract with the 1.12.1 1.12 Contractor to supply products not worked to a special design for the Supplier Work. The Work means the total construction and related services required 1.13.1 1.13 by the Contract Documents. - Work U d .p U .0 d U m m m t m m 0 R° ts a U b 0 m 2 Architect's Responsibilities 2.1 2.1.1 The Architect's basic services consist of those services performed Architect's by the Architect, the Architect's employees, and the Architect's Basic Services consultants as set forth in Articles 2.1 to 2.9 of this Agreement and any other services included in Article 6. They include the provision of normal structural, mechanical and electrical engineering serv- ices by professional engineers. 2.1.2 The Architect's basic services include the co-ordination required to integrate all parts of the services. 2.2 The Architect shall: Schematic 2.2.1 review the program of requirements furnished by the Client and Design Phase the characteristics of the site; 2.2.2 review and comment on the Client's Construction Budget in relation to the Client's program of requirements; 2.2.3 review with the Client alternative approaches to the design of the Project and the types of construction contracts; 2.2.4 review applicable statutes, regulations, codes and by-laws and where necessary review the same with the authorities having u jurisdiction; 17 2.2.5 based on the mutually agreed upon program of requirements, ZS schedule and Construction Budget, prepare for the Client's review and approval, schematic design documents to illustrate the scale .2 and character of the Project and how the parts of the Project functionally relate to each other; and 12.6 prepare and submit to the Client a Construction Cost estimate based on current area or volume unit costs. 2.3 Based on the Client approved schematic design documents and Design Construction Cost estimate, the Architect shall; °aP Development 2.3.1 prepare for the Client's review and approval, design development o Phase documents consisting of drawings and other documents appropri- ate to the size of the Project, to describe the size and character of the entire Project including the architectural, structural, mechani- cal, and electrical systems, materials and such other elements as may be appropriate; 2.3.2 prepare and submit to the Client for approval a revised Con- struction Cost estimate; and 2.3.3 continue to review applicable statutes, regulations, codes and by U laws as the design of the Project is developed. 2.4 Based on the Client approved design development documents and Construction Construction Cost estimate, the Architect shall: Documents Phase 2.4.1 prepare, for the Client's review and approval, construction docu- ments consisting of drawings and specifications setting forth in ry detail the requirements for the construction of the Project; o 2.4.2 advise the Client of any adjustments to the Construction Cost estimate, including adjustments indicated by changes in require- ments and general market conditions; obtain instructions from and advise the Client on the preparation of 2.4.3 the necessary bidding information, bidding forms, conditions of the contract and the form of contract between the Client and the Contractor; and review statutes, regulations, codes and by-laws applicable to the 2.4.4 design and where necessary review the same with the authorities having jurisdiction in order that the Client may apply for and obtain the consents, approvals, licences and permits necessary for the Project. Following the Client's approval of the construction documents and 2.5.1 2.5 the latest Construction Cost estimate, the Architect shall assist and Bidding or advise the Client in obtaining bids or negotiated proposals and in Negotiation Phase awarding and preparing contracts for construction. The extent of the duties, responsibilities and limitations of authority 2.6.1 2.6 of the Architect as the Client's representative during construction Construction shall be modified or extended only with the written consent of the Phase — Contract Client and the Architect. Administration During the construction phase—contract administration,the Architect 2.6.2 N shall: u 1. be a representative of the Client; 2. advise and consult with the Client; 3. have the authority to act on the Client's behalf to the extent provided in this Agreement and the Contract Documents; d4. have access to the Work at all times wherever it is in preparation U or progress; S., 5. forward all instructions from the Client to the Contractor; 6. carry out the General Review of the Work; 7. examine, evaluate and report to the Client upon representative samples of the Work; d S. keep the Client informed of the progress and quality of the Work, and report to the Client defects and deficiencies in the o� Work observed during the course of the site reviews; y 9. determine the amounts owing to the Contractor under the ° Contract based on the Architect's observations and evaluation of the Contractor's application(s) for payment; 10. issue certificates for payment in the value proportionate to the amount of the Contract, of work performed and products delivered to the Place of the Work; y11. in the first instance, interpret the requirements of the Contract Documents and make findings as to the performance thereunder by both the Client and Contractor; 12. render interpretations in written and graphic form as may be V required with reasonable promptness on the written request of either the Client or the Contractor; 13. render written findings within a reasonable time, on all claims, disputes and other matters in question between the Client and the Contractor relating to the execution or performance of the Work or the interpretation of the Contract Documents; 14. render interpretations and findings consistent with the intent of o and reasonably inferable from the Contract Documents; showing partiality to neither the Client nor the Contractor; but shall not be liable for the result of any interpretation or finding rendered in good faith in such capacity; 15. have the authority to reject work which does not conform to the Contract Documents, and whenever, in the Architect's opinion, it is necessary or advisable for the implementation of the intent of the Contract Documents, have the authority to require special inspection or testing of work, whether or not such work has been fabricated, installed or completed; 16. review and take other appropriate action with reasonable promptness upon such Contractors submittals as shop draw- ings, product data, and samples, for conformance with the general design concept of the Work as provided in the Contract Documents; 17. prepare change orders and change directives for the Client's approval and signature in accordance with the Contract Docu- ments; 18. have the authority to order minor adjustments in the Work which are consistent with the intent of the Contract Docu- ments, when these do not involve an adjustment in the contract price or an extension of the contract time; 19. furnish supplemental instructions to the Contractor with rea- sonable promptness or in accordance with a schedule for such instructions agreed to by the Architect and the Contractor; 20. determine the date of Substantial Performance of the Work; w 21. receive from the Contractor and forward to the Client for the Client's review the written warranties and related documents; e 22. verify the validity of the Contractor's application for final payment and issue a certificate of final payment; and 23. prior to the end of the period of one year following the date of Substantial Performance of the Work, review any defects or U deficiencies which have been reported or observed during that period, and notify the Contractor in writing of those items m requiring attention by the Contractor to complete the Work in accordance with the Contract. 2.6.3 However, the Architect shall not: 1. be required to make exhaustive or continuous on-site reviews; 2. be responsible for the acts or omissions of the Contractor, Sub- Contractors, Suppliers or any other persons performing any of o the Work, or for the failure of any of them to carry out the Work in accordance with the Contract Documents; and R 3. have control, charge or supervision of, or responsibility for construction means, methods, techniques, sequences, or pro- cedures or for safety precautions and programs required in connection with the Work. 2.7 2.7.1 The Architect shall review and comment on the Client's Construc- Construction Budget tion Budget and shall prepare the Construction Cost estimates as V and Construction set out in this Agreement. U Cost Estimates 2.7.2 Neither the Architect nor the Client has control over the cost of labour, materials or equipment, over the Contractor's methods of determining bid prices, or over competitive bidding, market, or negotiating conditions and therefore the Architect cannot and does not warrant or represent that bids or negotiated prices will not vary h from the Construction Cost estimate. ° 2.7.3 Variance from the Construction Budget or Project Budget estab- lished under this Agreement shall not constitute grounds for the Client to withhold fees due to the Architect. If the bidding or negotiation phase has not commenced within three 2.8.1 2.8 months after the Architect submits the construction documents to Adjustment of the Client, the Construction Budget shall be adjusted to reflect Construction Budget 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. If the lowest bona fide bid or lowest negotiated proposal exceeds 2.8.2 the latest approved Construction Cost estimate by more than 15%, the Client shall: 1. give written approval of an increase in the Construction Budget, or 2. authorize rebidding or re-negotiating of the proposal, or 3. co-operate with the Architect in revising the Project scope or quality as necessary to reduce the Construction Cost, or 4. terminate this Agreement in accordance with paragraph 5.7.3 if the Project is abandoned. If the Client chooses to proceed under 2.8.2.3, unless the excess is 2.8.3 due to extraordinary market conditions,the Architect at no additional fee shall modify the construction documents or provide other services necessary to reduce the Construction Cost to within 15% of the latest approved Construction Cost estimate. The modification of the construction documents shall be the limit of the Architect's e responsibility under 2.8.2.3, and having done so, the Architect shall be entitled to compensation in accordance with this Agreement, for Z all services performed, whether or not the construction phase is commenced. U The issuance of a certificate for payment shall constitute a 2.9.1 2.9 representation by the Architect to the Client, based on the Architect's Certificate for General Review and on review of the Contractor's schedule of Payment values and application for payment that: the Work has progressed to the value indicated; to the best of the Architect's knowledge, information and belief, the Work observed during the course of General Review is in general conformity with the Contract Documents; y and that the Contractor is entitled to payment in the amount ° certified. Such certification is subject to: 1. review and evaluation of the Work as it progresses for general .� conformity as provided in paragraphs 2.6.2.6 to .8; _ 2. the results of any subsequent tests required by or performed Z under the Contract Documents; 3. minor deviations from the Contract Documents being corrected Z prior to completion; and 4. any specific qualifications stated in the certificate for payment. U The issuance of the certificate for payment shall not be a 2.9.2 representation that the Architect has made any examination to ascertain how and for what purpose the Contractor has used the monies paid on account of the contract price, or that the Contractor has discharged the obligations imposed on him by law under the Workers' Compensation Act, or other applicable statute, non- compliance with which may render the Client personally liable for o the Contractors default. 3 Client's Responsibilities 3.1 The Client shall provide: 3.1.1 full information regarding the requirements for the Project includ- ing a program setting forth the Client's Project objectives, con- straints, schedules, and criteria, including: 1. spatial and functional requirements and relationships, 2. flexibility and expandability, 3. special equipment and systems, and 4. site requirements; 3.1.2 a Construction Budget for the Project; and 3.1.3 information, surveys, reports and services as set out below, the accuracy and completeness of which the Architect shall be entitled to rely upon and such contracts for the provision of information, surveys, reports and services, whether arranged by the Client or the Architect, shall be considered direct contracts with Client unless explicitly provided otherwise: 1. surveys describing physical characteristics, legal limitations and utility locations for the Project site, and a written legal description of the site and adjoining properties as necessary w showing the following survey and legal information, as appli- k cable: grades and lines of streets, alleys, pavements and adjoining property and structures; adjacent drainage; rights of way; restrictions; easements; encroachments; zoning; deed restrictions; boundaries and contours of the site; locations, dimensions and data pertaining to existing buildings, other `U improvements, and trees; and information concerning utility m services, both public and private, above and below grade, including inverts and depths; 2. subsurface investigation and reports which include but are not limited to test borings, test pits, determination of soil bearing values, percolation tests, a list of and evaluations of toxic and hazardous substances and materials present at the Place of the Work, ground corrosion and resistivity tests, including necess- ary operations for anticipating subsoil conditions, with reports and appropriate professional recommendations; �o 3. reports and appropriate professional recommendations of specialist consultants when required by the Architect; Z 4. air and water pollution tests, tests for toxic and hazardous substances and materials, structural, mechanical, chemical, and other laboratory and environmental tests, inspections, laboratory and field tests and reports as required by the ZS Architect, the Architect's consultants, the authorities having jurisdiction or the Contract Documents; and U 5 all legal, accounting and insurance counselling services as may be necessary at any time for the Project, including such auditing services as 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 paid by or on b behalf of the Client. h 0 00 The Client shall: 3.2 examine documents submitted by the Architect and give the 3.2.1 Architect decisions and approvals as necessary; obtain and pay the cost of all required consents, approvals, licences 3.2.2 and permits from authorities having jurisdiction; immediately notify the Architect in writing if the Client observes or 3.2.3 otherwise becomes aware of any fault or defect in the Project or any nonconformity with the requirements of the Contract; promptly fulfil the Client's responsibilities for the orderly progress 3.2.4 of the Architect's services and of the Work; and authorize in writing a person to act on the Client's behalf and define 3.2.5 that person's scope of authority with respect to the Project when necessary. U v S tl m U m m �C m ow e 0 w U b N O 4 Payments to the Architect 4.1 4.1.1 The Client shall pay professional fees and reimbursable expenses Payments as set forth in Article 4 and Schedule A. 4.1.2 The initial payment as set forth in Schedule A is the minimum payment which the Client must pay the Architect under this Agreement. 4.1.3 Subsequent payments for the Architect's basic services shall be made monthly, and where applicable, shall be in proportion to services performed within each phase of the service. 4.1.4 Payments on account of additional services described in Article 6 and for reimbursable expenses shall be made monthly upon submittal of the Architect's invoice for services rendered or expenses incurred. 4.1.5 An invoice submitted by the Architect under this Agreement shall be paid by the Client within thirty days after submittal of the invoice to the Client. 4.1.6 An unpaid invoice shall bear interest at 5% per annum above the u bank rate 30 days after the date that the Architect submits an invoice for fees, reimbursable expenses, and applicable taxes. 4.1.7 Bank rate means the bank rate established by the Bank of Canada z as the minimum rate at which the Bank of Canada makes short term advances to the chartered banks. V U 4.1.8 No deductions shall be made by the Client from amounts payable e to the Architect on account of penalty, liquidated damages, or other sums withheld from payments to Contractors, or on account of the cost of changes in the Work other than those for which the Architect is proven to be legally responsible or has agreed to pay. 4.2 4.2.1 In Article 4 and Schedule A, direct personnel expense means the Direct Personnel salary of the Architect's or the Architect's consultant's personnel Expense engaged on the Project plus the cost of such mandatory and ° customary contributions and employee benefits as employment taxes and other statutory benefits, insurance, sick leave, holidays, vacations, pensions and similar contributions and benefits. 4.3 4.3.1 In Article 4 and Schedule A, reimbursable expenses include,4D�Uf Reimbursableetet-hnsitedta, the following expenses incurred by the Archi- Expenses tect, the Architect's employees and consultants in the interest of the Project plus the percentage of such actual expenditure for admin- istrative services specified in Schedule A: U -1--Eratts�erfafiea--irr eorntect ion-witty thz-Project'f6t^allilsdTi�ed- trar�elr��;--fey-treasportatiorr,4vcl�irtg�nd�rrea}s; 2. eofmxunieatiarrartd shipping,rtg-,-fm-lengdinancetetephorte- ealls-a�nd-faesimile-messager, courier service, -postage-and- electronic-conveyances, for tender & contract documents only 3. reproduction of plans, sketches, drawings, graphic representa- tions, specifications and other documents;for tender & cotraet ° 4. renderings, plotting of computer-generated drawings, models, documents° only and mock-ups specifically requested by the Client; 5. fees, levies, duties or taxes for permits, licences or approvals from authorities having jurisdiction; 6. overtime services authorized in advance by the Client to the extent that the cost of such services exceeds normal direct personnel expenses; 7. additional insurance coverage or limits, including that of professional liability insurance, requested by the Client in excess of that normally carried by the Architect and the Architect's consultants. If any invoice submitted by the Architect remains unpaid by the Client for sixty days or more from the date the invoice was 4.4.1 4.4 submitted, then the Architect may give seven days' written notice to Architect's Right to the Client that the Architect will stop rendering services. Stop Rendering Services if within seven days of delivery of the notice in 4.4.1, the Client has not paid the Architect's invoice, or the Architect and the Client have 4.4.2 not agreed in writing on terms for payment of the invoice, the Architect may stop rendering services on the Project, and in that event the Client shall not have any claim whatsoever against the Architect for any loss, cost, damage, or expense incurred or anticipated to be incurred by the Client as a result. The rights of the Architect given by Article 4.4 are in addition to and Hnot in substitution for any other rights the Architect may have under 4.4.3 Z this Agreement or otherwise for non-payment of the Architect's invoices by the Client. Abe basis for�alettl�tir[g tt applies} portioeerof tt fee-for eaetr Z Pkesee&the-tfelhteet'skiasie-:� 4.5.1 4.5 }.- SekerrHe L esiga-P}reset tk� �ntr�ua}}� agreec {�� r Percentage-Based -Budget-at-the-oerntnenee[teeet-of-tke phase.- Fee �.--Design-Devele�ttter�E�ftase-the�rfwecl-£ee3s[tdetioa�,osE- -estit mat-tk&eentrnencettterttb€the-phase: � 3.-�'onstrttetiotr�e�.,�as-Phase-the�pproved-Cbnstrtrefiorr ZCost-eswnateaf the-cez{txteneeneat-of41te-pit m 4.--Biddirtgror-Neget ia6orr-Phase:-theappreved-C-onstmetion-CosF -estimate at-titeeemmeneement-of the-phase-- 5.- ��ns[ruetio mse -Eoatraet�khrentistratiorrtix-Gvnstruetiorr ° --C-cet--irmludrng-elrangero rdem--an&-aAditienai-Prejeet-eosF -appm red-during-t�eombmctimr of-tke Avork.- For-the-Archaect'sliasicse rwcas_relarivatcL-the_pozuo -of-the ProMcrthaia=-designed-but-thurr-deleted-or-vdarwise-not 4.5.2 tt tt eonsttu- 7 the-€ee-€or-these-portions-of-the-Work-shall-be proparHertate-to-the-extent-eE In-xeeerdxace- ith Am4e'-Pt23 and-AnH-be-bases}-orrihe-lowest-bona--fide-bi or negeHated-Trope,-tai-or,-if-there-m-nrr nich-bid-or-negodated- U grapesa�the-latest-approve&IsonstractionCvst estimate. For services in Schedule B and when revisions or additions are made to the program of requirements or previously approved documents 4.6.1 4.6 prepared by the Architect and such revisions or additions require Fee for Additional services beyond those already provided, the fee for such additional Services ti services shall be based on the rates in Article A3 of Schedule A or o as otherwise mutually agreed with the Client. n h 4.7 4.7.1 If the scope of the Project or of the Architect's basic services is Changes and changed, the fees shall be equitably adjusted. (see Article 6.2) Adjustments 4.7.2 If and to the extent that the contract time initially established in the Contract for construction is exceeded or extended through no fault of the Architect, fees for services required for such extended period of the contract administration shall be computed as set forth in Article A3 of Schedule A. 4.8 4.8.1 If the Project is suspended or abandoned in whole or in part for Project Suspension more than a total of 60 days whether consecutive or not, the or Abandonment Architect shall be paid within 30 days of the date that an invoice is submitted for all services performed, together with reimbursable expenses then due and suspension expenses calculated in the same manner as termination expenses in paragraph 5.7.5. If the Project is resumed after being suspended or abandoned in whole or in part for more than a total of 60 days whether consecutive or not, the Architect's fee shall be equitably adjusted. 4.9 4.9.1 In the event that new or additional taxes in respect of the services Taxes included in this Agreement are required by federal or provincial legislation after the Agreement is executed, the amount under this Agreement shall be adjusted to include such levies. y -e 4.9.2 Fees and reimbursable expenses may be subject to such value added taxes as the Federal Goods and Services Tax. The Client shall pay to the Architect, together with and in addition to any fees and reimbursable expenses that become payable, any value added taxes that become payable in relation to the fees and reimbursable U expenses as required by legislation. m 4.10 4.10.1 The Architect shall maintain, by generally accepted accounting Accounting Records methods, records of reimbursable expenses, of expenditures pertaining to the Architect's additional services and of services for which the fee is computed as a multiple of direct personnel expense. These records shall be available to the Client at mutually convenient times. Q Zt 0 w h Zt U 0 N ti General (Conditions 5 Copyright for the design and drawings prepared by or on behalf of 5.1.1 5.1 the Architect belong to the Architect. Plans, sketches, drawings, Copyright graphic representations and specifications, including computer generated designs, are instruments of the Architect's service and shall remain the property of the Architect whether the Project for which they are made is executed or not. Submissions or distribution of the Architect's plans, sketches, 5.1.2 drawings, graphic representations and specificat ns to meet official regulatory requirements or for other purposesn connection with the Project is not to be construed as publication in derogation of the Architect's reserved rights. The Client may retain copies, including reproducible copies, of 5.2.1 5.2 plans, sketches, drawings, graphic representations and specifications Use of for information and reference in connection with the Client's use Documents and occupancy of the Project. Except for reference purposes, the plans, sketches, drawings, graphic representations and specifications shall not be used for additions or alterations to the Project or on any other project. m As a condition precedent to the use of the plans, sketches, drawings, 5.2.2 Q graphic representations and specifications for the Project, all fees and reimbursable expenses of the Architect are required to be paid in full. m V The Client shall be entitled to keep original models or architectural 5.2.3 renderings the Client specifically commissioned. m The Architect shall be entitled to sign the building by inscription or 5.3.1 5.3 otherwise on a suitable and reasonably visible part of the permanent Project fabric of the building. Identification The Architect shall be entitled to include as part of the Contract 5.3.2 Documents a provision to erect a sign identifying the Architect and o the Architect's consultants on the Project site. For purposes of Article 5.4, "dispute" means a disagreement arising 5.4.1 5.4 out of or in connection with this Agreement or in respect of any Dispute defined legal relationship associated with it or derived from it and Resolution yincludes any failure to reach agreement where an agreement is required. The parties shall make all reasonable efforts to resolve a dispute by 5.4.2 amicable negotiations and agree to provide, on a without prejudice U basis,frank,candid and timely disclosure of relevant facts,information and documents to facilitate these negotiations. If the parties have been unable to resolve a dispute,either party may, 5.4.3 by written notice, require the appointment of a mediator in accor- dance with the latest editon at date of execution of this Agreement of the Rules for Mediation and Arbitration of Construction Disputes, CCDC Document 40, to assist the parties to reach agreement. Unless the parties agree otherwise, the mediated negotiations shall be con- ducted in accordance with those Rules as amended as follows: 1. all references to "the Contract" are to be considered references to "this Agreement' 2. for references in CCDC 40 for Schedule; time; Extension of time period; and termination if no agreement; the time period shall be adjusted from "10 Working Days" to read "15 calendar days". 5.4.4 If the dispute has not been resolved within 15 calendar days after a mediator was appointed under paragraph 5.4.3, or within such fur- ther period agreed to by the parties, the mediator shall terminate the mediated negotiations by giving written notice. 5.4.5 All unresolved disputes shall be referred to and finally resolved by arbitration under the latest edition of the Rules for Mediation and Arbitration of Construction Disputes, CCDC Document 40 as amend- ed as follows: 1. all references to "the Contract' are to be considered references to "the Agreement'; and 2. the applicable date referring to Substantial Performance of the Work does not apply. 5.4.6 Dispute resolution shall be conducted in the jurisdiction of the prin- cipal place of business of the Architect unless otherwise agreed. m -e 5.5 5.5.1 For the purposes of Article 5.5: Liability of the 1. "claim" or "claims" shall mean a claim or claims whether in Architect contract or tort. ° 2. the "Architect" includes Architect's officers, directors, employ- ees, representatives and consultants. U 5.5.2 The Client agrees that any and all claims which the Client has or hereafter may have against the Architect in any way arising out of or related to the Architect's duties and responsibilities pursuant to this Agreement, shall be limited to the amount of $250,000. 5.6 5.6.1 For the purposes of Article 3.1.3 and Article 5.6: v Toxic or 1. "toxic or hazardous substances or materials" means any solid, Hazardous liquid, gaseous, thermal or electromagnetic irritant or contami- Substances nant and includes, without limitation, pollutants and hazard- or Materials ous or special wastes whether or not defined in any federal, provincial or municipal laws, statutes or regulations; 2. "Architect" includes the Architect's officers, directors, employ- ees, representatives and consultants. h 5.6.2 Unless otherwise specifically provided in this Agreement, the n Architect shall have no responsibility for: 1. the discovery, reporting, analyses, evaluation, presence, han- Z dling, removal or disposal of, U 2. the advice of any independent expert selected by the Architect on behalf of the Client and the Contractor under the Contract in respect of, or 3. the exposure of persons, property or the environment to, toxic or hazardous substances or materials in any form at the Place H of the Work. o cr w Unless otherwise stated in this Agreement, the Architect's services 5.7.1 5.7 terminate one year after certification of Substantial Performance of Termination the work. This Agreement may be terminated by either parry upon not less 5.7.2 than seven days' written notice should the other party fail substan- tially to perform in accordance with its terms through no fault of the parry initiating the termination. This Agreement may be terminated by the Client upon at least seven 5.7.3 days' written notice to the Architect in the event that the Project is permanently abandoned. In the event of termination, the Architect shall be paid within 30 5.7.4 days of the date that an invoice is submitted for all services performed to the effective termination date, together with reimbursable expenses and applicable taxes then due and all termination expenses as defined in paragraph 5.7.5. Termination expenses mean expenses directly attributable to 5.7.5 suspension or abandonment of the Project or termination of this Agreement for which the Architect is not otherwise compensated, and in addition, an amount computed as a percentage of the total fee for the Architect's basic services and additional services earned � to the time of termination, as.follows: 1. twenty percent if suspension or termination occurs during the cs schematic design phase; or 2. ten percent if suspension or termination occurs during the U design development phase; or 3. five percent if suspension or termination occurs during a phase subsequent to the design development phase. m Unless otherwise specified, this Agreement shall be governed by the 5.8.1 5.8 law of the principal place of business of the Architect. Law Governing This Agreement °¢P The Client and the Architect, respectively bind themselves, their 5.9.1 5.9 o partners, successors, assigns and legal representatives to the other- Successors - party to this Agreement and to the partners, successors, assigns and -- " " - and Assigns ° legal representatives of such other parry with respect to all covenants of this Agreement. Except as otherwise provided herein, neithei-th-e Client not the Architect shall assign, sublet, or transfer an interest in this Agreement without the written consent of the other. This Agreement represents the entire and integrated Agreement._---510_.1. _ 5.10 between the Client and the Architect and supersedes all prior — Extent of negotiations, representations, or agreements, either written or oral. Agreement U This Agreement rnay,{he,amended only in writing signed by both Client and )W" Jflfecx 6 Other Conditions 6. 1 Refer to Definition 1 .4 : Contract Documents also include the Purchase Order authorizing the Architect to perform the Work, the Request for Proposal issued by the Client , and the Architect ' s Bid in response to the Client ' s Request for Proposal . 6 . 2 Add the following to the end of Paragraph 4 . 7 . 1 : "based on the hourly rates provided by the Architect in the Architect ' s Bid in response to the Client ' s Request for Proposal . " V v -i i e a m v m m m ro This Agreement entered into as of the day and year first above Z written. Client 0 m utton, Mayor Vatt p 'Witness ct Architect Paul E. McIntosh, X.R.A. I .C• President Witness - e Schedule A Fees and Reimbursable Expenses The Client shall pay fees and reimbursable expenses to the Architect when invoices are submitted as set forth below: Al INITIAL PAYMENT A1.1 The Client shall pay an initial amount of zero dollars ($ 0 .00 ) upon execution of this Agreement. The payment shall be credited to the Client's account at final payment. A2 FEE FOR SERVICES A2.1 The fee for the Architect's basic services shall be computed as follows; (Here, insert basis of fees, including fixed amounts, hourly rates, multiples of direct personnel expense, or percen- tages, and identify phases to which particular fee calculations apply, if necessary.) A Fixed Fee of CND$86 , 000 . 00 + GST based on an 8 ,000 square foot building and an approved budget of $1 , 500 , 000. 00 ( all inclusive) in accordance with the Request for Proposal issued by the Client and the Architect ' s Bid in response thereto . s e U m m m 4 A2.2 If through no fault of the Architect, the services for the schematic design phase, the design development phase, and the construction documents phase have not been completed within 12 months after the date of this Agreement, or for the remaining phases within 24 months after the date of this Agreement, the amounts, rates, and multiples set forth ° in this Article applicable to the respective phases of service shall be subject to review and equitable adjustment. A2.3 When the fee for the Architect's basic services is a fixed amount or percentage-based, it shall be apportioned to the phases of service as follows: (Include any additional phases as appropriate). Schematic Design Phase percent f2b /o) Is -Besign-Development-Ptraser----------------------------------percent---sue U Construction Documents Phase percent (500%) Bidding or Negotiation Phase percent ( 50/0) Construction Phase - Contract Administration percent (2 5%) Total one hundred percent (100%) A3 FEES FOR ADDITIONAL SERVICES A3.1 Fees for the Architect's additional services, excluding those provided by the Architect's consultants, shall be computed as follows: (Here, insert basis of fees, including hourly rates and multiples of direct personnel expense for officers, directors, partners, principals and employees. Identify specific services to which particular fee calculations apply, if necessary.) Hourly rates as indicated in Section 5 . 0 of the Architect ' s Bid in response to the Client ' s Request fpr Proposal . m A32 Fees for additional services provided by the Architect's consultants shall be as invoiced by the Q consultant according to the hourly rates and multiples of direct personnel expense set out below plus 0 % of the consultant's invoiced amounts. (identify specific types of consultants in Article 6, if required.) m Hourly rates as indicated in Section 5 .0 of the Architect ' s v Bid in response to the Client ' s Request for Proposal . m d ro m m 0 A3.3 Hourly rates of fees in A.3 are-subjectEO-reyiew-an&a, jttsgrx*wtrmftHy�-a-a +oilewg-(i-lerr, U irserteestiae cdates e�si»as9wroo61�fo��9ersodec aclje+shwzts ve FiettrFjrtntes.j shall be firm for the duration of the Agreement . A4 REIMBURSABLE EXPENSES A.4.1 The percentage added to the reimbursable expenses for administrative services in Article 4.3 shall be () %. Schedule B Additional Services BI PROVISION OF ADDITIONAL SERVICES BIA The additional services described in this schedule are not included in the Architect's basic services unless so identified in Article 6. The Architect shall only provide these additional services if authorized by the Client. B2 PROJECT REPRESENTATION B2.1 Providing more exhaustive or continuous on site review or representation. 1. If more extensive representation at the site than is described in paragraph 2.6.2.6 is required, the Architect shall provide one or more Project representatives to assist in carrying out such additional site review responsibilities. 2. Such Project representatives shall be selected, employed, and directed by the Architect, and the Architect shall be compensated as agreed by the Client and Architect. B3 OTHER ADDMONAL SERVICES B3.1 Providing analyses of the Client's needs and programming requirements for the Project. B3.2 Providing financial feasibility, Project Budget or other special costing studies. B3.3 Providing site evaluations, planning surveys, or comparative studies of prospective sites. e B3.4 Providing special surveys, environmental studies and submissions and other related services required for approval by authorities having jurisdiction over the Project, except for those set out in paragraph 2.2.4, including submission for zoning changes, variances from by-laws or U site plan approvals necessary for proceeding with the Project. B3.5 Providing services relating to future facilities, systems and equipment. d 4 B3.6 Providing services to investigate existing conditions or facilities such as preparing measured drawings or verifying the accuracy of drawings or other information furnished by the Client. B3.7 Providing detailed estimates of Construction Costs, detailed quantity surveys, inventories of e material and equipment, or analyses of owning and operating costs. 0 B3.8 Providing interior design, graphic design, signage and other similar services required for or ko in connection with the selection, procurement or installation of furniture, furnishings and related equipment. n B3.9 Providing tenant layout and design services. B3.10 Preparing models or architectural renderings specifically commissioned by the Client. B3.11 Preparing documents for alternative, separate or sequential bids or providing extra services U - in connection with bidding, negotiation, or construction prior to the completion of the con struction documents phase. B3.12 Co-ordinating construction work performed by separate contractors or by the Client's own forces and co-ordinating the services required in connection with construction performed and equipment supplied by the Client. B3.13 Providing services in connection with the Work of a construction manager, or separate consultants retained by the Client. B3.14 Providing services after the date of Substantial Performance of the Work, except for those described in 2 The Architect's Responsibilities. B3.15 Providing services after expiry of the period of one year following the date of Substantial Performance of the Work. B3.16 Revising or providing additional drawings, specifications or other documents which are: 1. caused by instructions that are inconsistent with instructions or written approvals previously given by the Client, including revisions made necessary by adjustments in the Client's program or Project Budget; 2. caused by the enactment or revisions of statutes, regulations, codes or by-laws, subsequent to the preparation of such documents; 3. caused by an interpretation by the authorities having jurisdiction which differs from the Architect's interpretation of statutes, regulations, codes and by-laws, which difference the Architect could not have reasonably anticipated, or 4. due to changes required as a result of the Client's failure to render decisions in a timely manner. B3.17 Providing services required because of significant changes in the Project including, but not limited to size, quality, complexity, the Client's schedule, or the method of bidding or negotiating and contracting for construction, except for services required under paragraph 2.9.2. B3.18 Preparing drawings, specifications and supporting data, evaluating Contractor's proposals, and providing other services in connection with changes to the Project. u B3.19 Providing services in connection with evaluating substitutions proposed by the Contractor and making subsequent revisions to the drawings, specifications and other documentation resulting from them; B3.20 Making investigations, inventories of materials and equipment, valuations and detailed appraisals of existing facilities. U B3.21 Providing services made necessary by the default of the Contractor, by major defects or m deficiencies in the Work of the Contractor, or by failure of performance by either the Client or Contractor under the Contract. d x B3.22 Providing consultation concerning replacement of any work damaged by fire or other cause m during construction and furnishing services as may be required in connection with the replacement of such work. B3.23 Providing services in evaluating an extensive or unreasonable number of claims submitted by o the Contractor or others in connection with the Work. B3.24 Preparing record drawings showing changes in the Work made during construction based on marked-up prints, drawings, and other data furnished by the Contractor to the Architect; the accuracy of such information shall be the sole responsibility of the Contractor. g B3.25 Providing assistance in the utilization of equipment or systems such as testing, adjusting and ZS balancing, preparation of operation and maintenance manuals, training personnel for operation and maintenance and consultation during operation. U B3.26 Providing services to the Client in connection with any public hearing, mediation, arbitration proceeding, or legal proceeding. B3.27 Providing for services of consultants for other than the architectural, structural, mechanical and electrical engineering portions of the Project provided as a part of the Architect's basic services. B3.28 Translating documents into a language other than the language of this Agreement. B3.29 Providing or arranging for any services not otherwise included in this Agreement. The Contractor shall verify all dimensions 300 Ontario Building Code Data Matrix OBC Ref. prior to commencement of the work. COMMON ARCHITECTURAL ABBREVIATIONS Project Description L7 New Construction 0 P oP9 01311 All prints and specifications are the USED THROUGHOUT ARCHITECTURAL DWGS �,'' �N 70.01M �' N 18 03' 40• W �,� �; RED K = Addition property of the Architect and must be A.C.T. ACOUSTIC LAY-IN-TILE CEILING — _ _ a 20mm = Change of Use = Alteration returned upon completion of the work. A.F.F. ABOVE FINISHED FLOOR m 2 m 200mm O.D. 2 Major Occuponcy(s) GROLP IV - GROUP IF89 822.55 / &2.7-78 O 3 Building Area sq.m.) Existing WA ISSUE or REVISION (NOT INCL. FINISHES) INFORMATION FOR THIS DRAWING TAKEN FROM �. BLUE g ( g ( ) New ( 928 ) Total ( 928 ) ALUM. ALUMINUM A BOUNDARY AND TOPOGRAPHIC SURVEY OF: �� 101r1m BLACK 4 Gross Area (sq.m.) Existing ( WA ) New ( @� ) Total ( 928 ) No.: Description Date BY PERMIT 0 BY PERMIT IT LINE 5mm IN 5 Number of Stores Above Grade 1 p BC BOTTOM OF CURB ,� FROM EDGE Y ( ) Below Grade ( WA ) B.M.U. BRICK MASONRY UNIT w° PART OF LOT 30, CONCESSION 2 ^ ,�, OF SIGN BLANK 6 Height of Building (m) { 1188 ) MUNICIPALITY OF CU4RINGTON C.B.U. CEMENTIOUS BACKER UNIT REGIONAL MUNICPALITY OF DURHAM �? ^ 7 Number of Streets / Access Routes ( 8 ) CJ. CONTROL JOINT AS PREPARED �. ^' �; N/G PARKING SICsN DETAIL 8 Building Classification .GROUP 1p• - GROUP IF81 8.22.55 / 82.2.78 CLG CEILING DONEVAN FLEISCH PETRICH ltd- 9 Sprinkler System Proposed G7 Entire Building = In Lieu of Roof Rating CENTRE LINE REFERENCE ONTARIO LAND SURWORS I:20 = Basement Only C36 Not Required C.M.U. CONC. MASONRY UNIT (BLOCKS) OSHAWA ONTARIO ^ 10 Standpipe Required = Yes C!6 No CONC. CONCRETE JOB No. 2003-184 5A5E FOUNDATION FOR C - 11 Fire Alarm Required = Yes C36 No DATED: AUGUST 19, 2003 COMMUNICATION TOWER COLD CONC. COLOURED HARDENED CONCRETE COORDINATE REQUIREMENTS 12 Water Service / Supply Adequate? c6 Yes o No h WITH TOWER SUPPLIER SIGN LOCATION5 LOCATE ONE 516N IN THE CENTRE 13 High Building = Yes C36 No CT CERAMIC TILE LANDSCAPING - SEE A-u h � ^N a' OF EACH PARKING SPACE C/W COMPLETE WITH ^ N PROVIDED 14 Construction Type = Combustible C36 Non-combustible o both DWGS DRAWINGS rn 15 Mezzanines Area (sq.m.) NJL RELOCATED DIESEL FUEL ni � FIN' { ) ( q• EJ. EXPANSION JOINT A GRADE bTotal O 16 Tocupant Load N STORAGE TANK ON NEW �1 SIGN FAGS . I mm THICK ALUMINUM SIGN BLANK ( 20 ) Persons ELEC. ELECTRIC or ELECTRICAL /�' �' �' NEW L.S. SLAB CONTAINMENT PAD h � NEW L.S. � ' ° WHITE BACKGROUND Based on = sq.m./person L7 design of building / HOLES - METRO PUNCH 17 Barrier Free Design U Yes = No EQ. EQUAL TO . . . _ '� o 0 0 0 0 � � P�ED �• If No, Ex lain EX. EXISTING �� / , 1 MOUNTING THE SIGN FAGS MUST BE SECURED p TO A P06T WITH TWO GALVANIZED 12mm HEX 18 Hazardous Substances = Yes U No F.D. FLOOR DRAIN TYPICAL PRECAST.CONCRETE ' , 1 HEAD BOLTS AND NUTS WITH FLAT WASHERS ON F.F. FINISHED FLOOR BUMPER IN EACH PARKING SPACE 100mm. WIDE YELLOW PAI TED LINEES SERVICE ° ° 80TH SIDES. 19 Required Fire Horizontal Assemblies Listed Design Number I Resistance or Description (SG-2) F.R.R. FIRE RESISTANCE RATING \ A5 SHOWN I I I PARKING ° Ratin/, 11-3000x6000 PARKING PAGES 4500 POyT TO BE CAST IN PLACE IN 300mm Floors ( WA ) hrs. G GROUT I � P05T I0m x 100 PRESSURE-TREATED WOOD 9 (�R) � ham.G.B. GYPSUM BOARD I 8 BOLLARD I DIAMETER CONCRETE FOOTING, Roof ( )G.M.U. GLASS MASONRY UNIT W P BOLLA 1 2 HCP PARKING SIGN Mezzanine { WA ) hrs. E5,'` -- w ISLAND w hr. & min. HOURS & MINUTES • °� o�� 0 I Al SCALE: 1:20 FRR of Supporting Members Listed Design Numberw FOR FIRE RATING NOTE O I HEAVY DUTY 1 or Description (SG-2) INCL. INCLUDED '� N, ASPHALT M I NEW L.S. \.\ B.H.-07 r �'V MIRROR 1 I Floors ( WA ) hrs. �J�".'� Z. Elev.-129.2 I, "� I I � Roof { NOS ) hrs. MAT'L MATERIAL(s) 1 0 I, 1 CONC CURB DEPRES510A1 N �v Mezzanine ( WA ) hrs. MECH. MECHANICAL O I A-1 �/ C CURB CONCRETE PAD .�� - FLAG POLE 20 Spatial Separation - Construction of Exterior Walls MIN. MINIMUM ti I ^ W POLE BASE COVER s 160 Wall Area of LD. L/H Permitted Proposed FRR Listed Comb. Comb. Non-comb. M.T. METAL THRESHOLD Z� a, I O 610 LOCK NUTS EBF or Max. X of X of Design or Const. Const. Const. CORPORATION of the MUNICIPALITY OF CLARINGTON. MTL METAL N LEVELING NUTS �, (sq.m.) (m.) H L 0 Openings s 0 enin s hrs Description Non-clad sl � FIN.GRADE CAST-IN-PLACE CONCRETE BASE N.T.S. NOT TO SCALE h 0 North 9.9.16 28 11.&1 100 g n g WA WA p WA ✓ WA O.B.C. ONTARIO BUILDING CODE I h� 00 Rs N; Ad C4 oop HEAVY DUTY South 126 4.2 74 15 8.8 WA WA N/A ✓ WA P PAINT ` '� 514 C) ASPHALT �- - ~-'----ter East 222 50 &1 100 25 WA WA N/A ✓ WA 8: 1.4% SLOPE ` "! 7\ 1 1 i.. I I .I -�\ :PED. PEDESTAL G �C ° West 216 15 2.5.1 8T 28 WA WA<% John Mu n Mayor P:C. CONC. PRECAST CONCRETE CURB B.H.-08 w z� � . ev.- . ` " �' Check Box if applies ( ) Enter value, If does not apply enter N/A ' y /'L , ^� ;,:�,,, ,,j�/ I I� TOP OF CONVENTIONAL FIBRE FORM AT PLY. PLYWOOD �'S• ,��y'S'� LANDSCAPING - SEE A-LI ° �f, � � '.�;�;:� . .L11 ----•11J \ �\.� FIN.GRADE P.LAM PLASTIC LAMINATE P.T. PAPER TOWEL DISPENSER I 2% SLOPE 0/ i ,\;; 4 _ 4 , GALVANIZED STEEL "J"BOLTS AS o I x 1 Cr \� SUPPLIED BY MANUFACTURER PWF PLASTIC WALL FINISH \` , v v I ° 6000 i `j 1. n I ° Oho ON CENTRE :y I ° j\� 15mm MIN.COVER <\„\ I ��.\, SLAB CONTAINMENT PAD R RUBBER °o [�\\�\ZATEV”,\ °o FRB �::� e ° ,\ LS m3 ISb m3 RELOCATED I ° a ;:;GONG TE U1 LK 0 �� I ° 1 \.\ 8-20M REINF.RODS t IOM TIES IN DEPRESSION �>-�; , , \' ACCORDANCE WITH OPSD-1200.01 BY OtINER DIESEL rdel, Clark REQ'D REQUIRED CURB DEPRESSION � .� _ _J_ _ B FUEL STORAGE TANK RES. FL. RESILIENT FLOORING LANDSCAPING 13500 2500 !�'y LANDSCAPING "N-' h RSF RUBBER SPORTS FLOOR 38725 h I asoo I LANDSCAPING S.S. STAINLESS STEEL -SEE A-LI I , , , h ENTRY �/ ��o -SEE A-L1 "' \ LIN STR'L STRUCTURAL $LA GONG APRON ^�• 1 SUSP. I 150 °. SUSPENDED (ex: CEILING) M rn LANDSCAPING / / , / ,• ;j I x e �;' :, 2000 ST STEEL �° c� , 2350 1500 2350 �\ �� -__________-4 TC TOP OF CURB `�� 29� SLOPE h�� j/ s° �/ ENTRY 3q° %��\ <I ° ° ° i° \%j\\i 3300 TOP OF . . o. o / SLOPE o ,\\,�\ I a I ���\\ A SLAB CONTAINMENT PAD SECTION t/o / . °L /// ° / o ' / / CONCRETE SL�8 oo / d__J SLOP �"� / 00 / �__�____ i T.W. TOP F A 0 0 �\ /,% ; ' NEW L.S. N N '�" ,' `/ ' Raro� 4 5 ` ���\%>`�/� ����� ��`>� 3 FLAG POLE CONC. BASE DETAIL A W� WITH �: I w 3 / / �, /.. . % ./ TRUE NORTH CONSTRUCTION NORTH u/n UNLESS NOTED % / ENTRY ' N B.H.-oa / h ACOUSTIC FENCE Al SCALE: 1:20 u/s UNDER SIDE OF / —� "' '3?. �^�"�' -SEE A-LI 610 Elev.- 126.0 V VINYL ,GRA L g s COMMUITY ENTRY ' ExISTING rn / // 5�5 CONTAINMENT PAD PLAN 394pngstreetl2ast, IS6 m3 RELOCATED / / 1770 / BY OWNER DIESEL POLICING o T WD WOAD /FRAMED A o / N / FUEL STORAGE TANK oront4,antsdo WRGB WATER RESISTANT G.B. GARAGE >` ' MSA 1K9 — CENTRE %%• 150mm CONCRETE CURB c/w D 49° BUILDING AREA ;� SLOPE + EXISTING ; 10mm did.REINFORCEMENT BARS Tel:416.3645710 SLOPE / EX.TREE MASONRY ' SITE STATISTICS M Fax:416.364A6.62 I � z � B.H. 925 Sq.ITI 0.20m DIA / GARAGE � �300 o/c VERTICAL •.. . . -. �. —m E1eY.-125.7 '/ C URTICE FIRE STATION No. 4 I ,50 Z-IOlrlm did.HORIZONTAL FhL� 0 19950 Sq.ft.) x.TREE THOMAS BROWN SITE AREA 6283 sq.m, 150mm CONCRETE SLAB 3000 ;/% w z / FIN. FLOOR ELEV. 40m DIA i;;.; /"��% q (1. 552 ACRES) ARCHITECTS INC. DRAWING FIST �//' BUILDING AREA 825.7 sq.m. 8887 7 s .ft. si REINFORCEMENT BARS M 133'50 i q ( q } PROFESSIONAL SEAL: 9 B.H.-02 LOT COVERAGE 13.1 M 300 o/c B SLAB CONTAINMENT PAD SECTION ARCHITECTURAL - THOMAS BROWN ARCHITECTS INC. I Elev.-125.8 i 0 2�2312�PE � I M CONCRETE WALKS and PATIO 178 sq.m. ° Al - SITE PLAN o ° ° A2 - FLOOR PLAN ! to I A3 - REFLECTED CEILING PLAN HEAv7 DUTY N. �. ASPHALT PAVING , 200 ASPHALT �!. / , , POST / / 0 A4 - ROOF PLAN < ,� G^ o$ ,� ' LAB , CURB DEPRESSION ^,'�• ENTRY - UP TO PROPERTY LINE 1908 sq.m. 1 A5 - EAST & WEST ELEVATIONS E ,; c,` ^> B.H.- 01 1& ASPHALT PAVING O Elev.- 126.1 GAS METER EXISTING - ADD UP TO STREET 90.4 sq.m. COMPACTED BACK FILL A6 - NORTH & SOUTH ELEVATIONS O �° o PIN D\ �A I. q SLO E '�~'� -SEE ALSO M-2 EX, TREE ASPHALT SLAB CONTAINMENT DETAILS nj5 �`1' N L D .r 0.20m DIA EXISTING 5 A7 - VARIOUS ROOF WALL ELEVATIONS / - i i DRIVEWAY OtA .�� / �/ h cortcRErE LANDSCAPED AREA 3371 sq.m. SLAB CONTAINMENT PAD DETAIL SECTION Al q' SCALE:AS NOTED 7500 6000 // i�/ % �e //� �/ 4200 Q DRIVEWAY 1:20 DWG TITLE: A8 - BUILDING SECTIONS f 20, ENTRY ss EX.TREE a PARKING SPACES 2 @ 4500mm x 6000 mm A9 - WALL SECTIONS % TWO(2) ' '�� A10 - HOSE TOWER AND DETAILS SLOP �HANDICAP FLAG POLES ;� `�s �' co GONG APRON 0.20m DIA z 29 @ 3000mm x 6000mm SITE PLAN NEW L.S. PARKING 3000 40o DRIVING AISLE WIDTH 7500mm All - METAL FABRICATIONS � �' 1\110 Al2 - ARCHITECTURAL WOODWORK, DORMITORY DETAILc t o/ M o� A13 - ARCHITECTURAL WOODWORK, KITCHEN DETAILS �� �,� til° CURB o O.B.C. OCCUPANCY CLASSIFICATION AREAS B.H.-06 ^� HEAV1 DUTY DEPRE55I I - CREW QUARTERS/POLICE GROUP 'D' 469.7 sq.m. PROJECT: A14 - MISCELLANEOUS WOODWORK AND MISC. DETAILS o Elev.-129.2 , LANDSCAPING W ASPHALT coNC ALK j A15 - DOOR AND WINDOW DETAILS EXISTING CONC g ° -SEE A-LI o o t ieV-05293 0 - APPARATUS BAYS GROUP F3' 356 sq.m. i A16 - ROOM FINISH AND DOOR SCHEDULES ASPHALT cuRB 825.7 sq.m. 2000 STEEL TUBE x 6mm THICK CO U RTI C E FIRE o o A-L1 - LANDSCAPE DRIVEWAY Q� ���tioo - FIRE SEPARATIONS REQUIRED FILLED WITH CONCRETE / h�o/ G1� 4500 h O °� �R/l �� " CURB ° GONG - APPARATUS BAYS 1 -1/2 HOUR ( 3.3.5.6 } STATION No. 04 STRUCTURAL-STEPHENS(?N ENC>�NEERWC \ ILLUMINATED CURB ; CURB � '°� SIGN - FIRE DEPT / POLICE 1 HOUR ( 3.3.1 .1 } S1-01 - FOUNDATION PLAN I COMMUNITY S1-02 - LOW ROOF FRAMING PLAN �, oRlvEwaY N �� DRIVEWAY ^ EXISTING CONCRETE FOOTING WITH � 6627 �o �O 7500 � y0� O 36573 9600 8500 °.) I O GRAVEL 59°SLOPING EXPOSED TOP S1-03 - HIGH ROOF FRAMING PLAN cv o s o �,,� N �`'' r • N 16 'A Al DRIVEWAY POLICING CENTRE S1-04 - SCHEDULES AND HOLD-DOWN KEY PLAN 68.80 ,� ^�ti �,v ��� N 18 03 40 W ^ °oa 82-01 - FOUNDATION SECTIONS AND DETAILS HYD _ _ vN � N — _ — 19_SLOPE— — o cA sox 2611 TRUCE'S ROAD 83-01 - ROOF SECTIONS RELOCATE "' 1% SLOPE — nr — — N' EX-0/14 �+YDRa N' — — — n, — — — — — �, -- — — — Ex RELOCATED 400 Clio s I=X-01H HYDE COURTICE, ONTARIO 53-02 - ROOF SECTIONS HF'/BPtiS 3880 400 dia GALVANIZED M SLOPED CB �, �, & SIGN HP/8P/LS M -� °;� °�� GALVANIZED `i ^a 4q S4=01 - TYPICAL NOTES = _ METAL CULVERT = m 4i m _ — — METAL CULVERT _ GONG CURBS TO BE IN ACCORDANCE WITH CONIC CURBS TO BE IN ACCORDANCE WITH ® X32,37 6000 "— THE MUNICIPALITY OF CLARINGTON MATERIALS THE MUNICIPALITY OF GLARINGTON MATERIALS ° DATE; S4-02 - TYPICAL DETAILS EXISTING CURB CUT EX-CS 19500 - NEW CURB CUT EXISTING 24600 - NEW CURB CUT EXISTING EXISTING CURB CUT STANDARDS AND SPECIFICATIONS MANUAL, STANDARDS AND SPECIFICATIONS MANUAL. ° MAY 03, 2004 CONCRETE CURB CONCRETE CURB z ° ° 30 150 m 13mm ASPHALT PAVING SCALE: � ° AS NOTED MECHANICAL - LEIPCIGER KAMINKER MITELMAN � � T R a U L L � S ^�R O A � o � a � I50 EXPANSION JOINT EX H ASPHALT PAVING - ASPHALT PAVING DRAWN BY: M01 - MECHANICAL LEGENDS, SCHEDULES & DETAILS o rn o � � - a q PPC ^N MN ^� MN ^7N ^7N o... ..,..., M02 - MECHANICAL SITE PLAN cEN.LINE OF ASP PAVED ROAD ° GEN.LINE 'OF ASPHALT PAVED ROAD M03 - FLOOR PLAN P+D — — — — — — — — — $ COMPACTED 32 MPa CONCRETE CHECKED BY: M04 - FLOOR PLAN HVAC -MH ROAD ALLOWANCE BETWEEN LOTS 30 AND ^31 M 32 MPa CONCRETE GRANULAR ° . '420. .150 5-896 AIR ENTRAINED PEM .: h ^ 0 C 54%A AIR ENTRAINED COMPACTED 32 MPa CONCRETE CLASS -G2 ^cV M�; o ,�. CLASS -G2 EXPOSURE GRANULAR 5.890 AIR ENTRANED DESIGNED BY- ELECTRICAL - LEIPCIGER KAMINKER MITELMAN EX-Ca EX-CB v EXISTING CURB CUT v EXISTING CUIB� cur v EXISTING CUR"'B CUT v GRAAIPU COMPACTED 2� G�15M BARS T'B GLA55 G2 EXPOSURE PEM 250 40 CAIN 15N BARS T46 ° DWG STATUS: © m m I E1 - ELECTRICAL SITE PLAN E2 - ELECTRICAL - LIGHTING FIXTURE SCHEDULE EX_WV EXISTING EXISTING EXISTING 50m TENDER LEGEND OF SYMBOLS & DETAILS ® PHALT DRIVEWAY ASPHALT DRIVEWAY ASPHALT DRIVEWAY E3 - ELECTRICAL LIGHTING LAYOUT 8� 1 SITE PLAN 4 TYPICAL s BOLLARD DETAIL PROJECT No.: E4 - ELECTRICAL POWER LAYOUT CONCRETE CURB DETAILS Al 02 0 Al SCALE: 1:20 E5 - ELECTRICAL - POWER DISTRIBUTION, PANEL SCALE: 1:200 Al SCALE: 1:20 SCHEDULE AND DETAILS EX-FH DRAWING No.: R fC* Al I The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be returned upon completion of the work. ISSUE or REMSION SEE DRAWING Al No. Description Date FOR CQNTINUATION FEB. 29 2 1 CLIENT REVISIONS 2004 10000 RwR AND 2 ISSUED FOR TENDER MAY 5100 2050 2850 PAD w1 4700 1600 11750 3050 o 7 V � 1050 4200 M.O. 1200 CMU 4200 M.O. 1100 a0 F-57- -5" u� O 1325 „ 050 M.O. 1325 CONIC seEWK w' 1411.AND CONIC 7 6 BEVEL CXNCRETE FA AND I` SFI P CURB 3 0JW TO H CNdT ASF IdLi 760 2400 `O SPLASH PAD I 2 $Q $a ELEvanar ° Fa AND M M RILL AM rn SPLASH PAD 115 115 5YST6MSFURNITURE 6125 4600 2 51" L SPLaSW PAD co CONC SIDEWALK N DBE NIG• I 25 �0 4 4200 M.O. ZO 0- 4200 M.O. 40 c°, SLAB CONCRETE -ON-GRADE r\ ,i 10 O'�ERWFAD DOOR OVM%EAD DOOR � SEE ALSO SITE PLAN M S SIl FOR SLOPING 140 75 115 ° j CEN LINE rEEL 8 IYPIGL 1000 794 2328 ___.-__._ _ S2 o 0 M PC14T BEY SdWCUr / A15 �M SAUKUr� 5 1 4 ^ ' All _ J� R VALLEY VALLEY -O° ti 9 \ 4 A8 A9 AS o OAPTA1k5 17 5 — — — — — ° — — 08 1 L ° ❑ LOCKERS AND BED o o / 1500 2050 M.O. 10 wt s� DETAILING L U VWG Al2 CCNC Wl ROOM 3 CURB 1p SYSTEMS FUR-0NRE ® z ® M ' W1 N BED-NIA.^ 1 24 SLOPE a SLOPE SLOPE SLOPE °o Cl*o,-_ I �uOJ :� 4 1 C STL P T 1 WORKSTATK�N ^ I SNE ASEE 9 6535 CEN. STEEL POST FROM CMU o 4060 16 00 R. 60 5 CEN.LINE STEEL st GUN ROOM o � 5 6125 2050 1205 rN ----'- -- ,�, Posy BEYOND k uM C> � 6 Y 1 COYM PAT10 ON co 4435 I AL NO 7^ 5 650 PRINTER SF�LF I LO PORI'ON TRAILER TOR Fq.- I N °O O SEE DIr AI4 Q I � ° s 3 `� W ° 44 I5 N ° °o OO�GR RES.g N COLOURED �o O v COdi ROD Z4 ° HARDENED StWAR O S3 N ' ° AND S14ELF �!j 27 CONC. z z �. 4 'MERVEW I oo SEE OLLKa AI3 365 1000 1650 N a A HIGH AS II O N u LAME: 1 1 TdrJC BOARD z Y �1lEI 11 I7 O" `V 810 1840 m o 25 T p AS A60 00 K 6535 CEN, STEEL POST FROM CMU i ,� 165 3300 C, is 5175 c/c STEE POSTS 3400 0 X050 M.O. 7 5505 E OST FROM CM urg OF CM 5RU f, c° g$ 27 0 M - -—-—-—-G BOAR - o 01 s RADIO ROOM ° I FIRE SWUrTER COLOURED dIR 550R � °o O STORAGE ON W1 WOOD FRAMMG I ABOVE I HARDENED o �� 0 31 o ® ,.., 165 990 205 ❑ 830 4945 I 1 0 I 1 w crorvc. O FLOOR sINK o ® ^ 165 �, Ai4 MOP WOLDER 36 0 925 300 0 N ,f, R ROOM & 300 ; p ° W5 I °srwP ° 7 140 1894 140 135 1000 N ® o C> 5PLd5N PAD u O e `~ ° o � � SLOPE SLOPE SLOPE SLOPE 390, 2 6 rGF1+R 12 v PANTRT �' DRYER x NoS SEE DIM AM f R L 42 I ® o EPDXY o HARDENED I °0 1 PNG II DETECTIVE I GGT g ° ° .� t2 I o�: N o 28 caNC. ° R I rt . x _ o o m " x14 I cl V o W1 55 /41 0 u I I I w /-3390 115 1200 165 800 900 700 165 697 1000 390 0 2365 16 3870 16 ° 7085 In DESK SEE RANGE tiTLITY pE APPARATUS BAYS 1 700 OM Ala 665 KITCWE4 MILLWORK N1.0 a o 0 N Fpp SEE DI AI3 ® o �_ O COLOURED AB , SYSTEMS FURNITURE O WO O O FE I 165 390 TRENCH DRAIN R TFENCW DR4N HARDENED EPDXY p 0 = O I rw.cJ o 39 TER GRLLE 12 w�• 5535 65 3350 N o CATCW BASIN C.dTCW BASIN CONC.0 31 ° ° vowT7 CARPET DW ---- — _ — — — O SHOP — ° Y ° N 8 CN DWG aRa __ `O "' `. ° 2670 RES.FL g I O O i in O N n® 41 5 CORBDOIi 1000 365 0 3°05 0 `oJ I I`o 60 W2 _ o @74 g I 11 _ CD 3090 o765 1000 95410 2000 5 0 2605 1000 565 00 25 S A13 10880 WIDTH OF APPARATUS BAYS 0% All H o 36 0 925 00 920 CEN STL 6 FROM CMU 4165 c% ST EL PO S 6 ✓ URINAL 1705 VANITY SEE SCREEN TRUE NORTH CONSTRUCTION NORTH 2 DuiG x31800 115 1800 ig 1 3140 2740 2700 2700 2740 3 o RECEPTION \ 37 MALE C, 5Wd14 R rn 40 0.L',,0,�TN�E SEE, STORAGE ° HARDENED HARDENED o ® /\ 811YY�i DIRKi 13 21 �~ LAY. rn TOILET 21 PI WE Al\ I I ° CONC. � CONC. 00 , DETAILS I� SEE AI4 BF.LAY r 54 15 p)RB ® PARnrloxs SEE DI's AI 0 6 5�5 6 b — cU 1 _ 2760 ° ® v auzs CURB —TOWER A10 I ° � 394 King St ivet East i• 2410, \ 2020 25 85 OF 66 g 1400 1 1450 v 1,10 1800 115 1 F-29-1 Taronto,ORltatio SYSTEMS RINITURE rPUtJ GNU WORKSTATION � ` / o DET L3 - CEN LME o �' 21a ib b SLOPE SLOPE SLOPE SLOPE o M5A i K9 I ® N DWG AI4 n STL Psi° Z0 �O (� STEEL O o CORFi. OOFV N 11 1 2750 LADDER AND SAFETY z$ z 0 Tel:416.364.5710 N F r�A_A_{.E 13 1tl p CAGE-SEE DWG AIO $ FO Rim 416.364.4662 W ® N 14 I M a 39 53 r 1/ v Irr 14 3 GaFCl�tbrownmCh to 4703 ' S 700 1000 2612 - .W AI3 �O ° �, ° __ "� THOMAS BROWN M 19 L L L L L L L L L 0 L o SAND s ARCHITECTS INC. BOOiTRaYS O SEE our au PROFESSIONAL SEAL: 2000 L L L 15 FACE OF G8.BULIWEpD ; I N }y ' TY/MMET�IG FE ABOVE MILLWOI4G AND ! N a IC COLOURED p D 3 OO 1000 Lam' 9000 I HARDENED EPDXY �' i LOCKERS 6 I 5 �.0 32 ° AB ENCLOSURE D 11 2 00 315 I I 400 g0 I S o oEraLn+G i SEE DWG AI2 16 i I GEAR 00 v ❑ N p D-N1G BED-Mia m ( BED-W.C. I vv ROM COLOURED I 0 N r BED-W, I $ r, o RES.FLR HARDENED w I T'ORY LOCKERS AND BED o 0—CONC. 16 a IfiAll t EN0.0SURE5 DEr�ILPIG O 0 CJ o RLLAND Wl �` I Wi L –f I 19 SEEDUrAR2 4 600 5PLA5W PAD ` ' `- -NJt.. i BED-N1C. i ' BED-NJL. 18 2875 2050 1485 2050 1520 `2 1000 i I ; ., SLOPE o SLOPE I SLOPE SLOPE g O� 20 RI AND DWG TiTLE: 2 9NlAR ° L - eED�NJL J 1 500 1 15 9000 I.I/2 WR FxR SPLasu PAD 2 0 17 o �MLL PARTITION FLOOR PLAN o w3 i LOCIKERS DORM 2 N DESK La<xERS ENCLOSURE 17 i SEE DUr A14 ..----- _.'.._: ,`r,� . TYPICA SEE AU I ° L L ° L L L L L L 0 L SALLCUT 0/N JAIre SAW GUT 1070 1 O 0 90 O AND� 8 VALLEY oM L L L O A15 MT r�lllr 11 s4o 420o M.O. 1200 4200 M.O. 40 PROJECT: 1 01411 dD DOOR OVERI•IEAD DOOR O W2 ( CCNC. – – O EXTERIOR WALL ASSEMBLIES INTERIOR PARTITION ASSEMBLIES I RI A"° ,o0o M. . s7o PAD 10 _ __�► AND SDEWALK C 0 U RTI C E FIRE MI.AN PAD 9980 2020 6300 8725 1050 4200 M,O. 12 0 4200 M.O. 1050 1050 1000 M.O. 1050 STATION No. 0 4 90 BMU 50 t 40 CONIC AIR SPACE .� ; cum 6 7 " comae ° 40 RIGID INSULATION TYPE 1 Gf1.U. 14m GP1,U. N A9 4 CMU AS INDICATED l 38x38 WD VERT.STRAPPING ADHESIVE / A9 & o AT 400 o1c MAX x 12.1mm G.B.or w 0 12.1mm GYPSUM BOARD FILLED SOLID Uli-IERE A9 Ag Ag Ag Ag u EILVE dSPWALTPAvIN, PLUS ADDITIONAL INTERIOR FIN15H ° WHERE INDICATED ON PLAN INDICATED ON PLAN 41825 OVERALL LENGTH 11700 3100 POLICING W BMU o AIR SPACE t 15 165 M SHEET AIR BARRIER COURTICE,LONTARIO PLYWOOD SHEATHING 12.1mm GYPSUM BOARD(TYPE'X') DATE' MAY 3, 2004 38A40 WOOD STUDS 12.1mm GYPSUM BOARD 38x(40 WOOD STUD AT BAIT INSULATION 3545 WOOD STUDS AT 400 o/c MAX VAPOUR BARRIER 400 o/c MAX GATT INSULATION(AFB) SCALE. 12.1mm GYPSUM BOARD BATT IN5ULATION 12.1mm GYPSUM BOARD(TYPE'X') 17.1mm GYPSUM BOARD 'WHERE I HR FRR CONSTRUCT TO O.B.C. LISTED ASSEMBLY Wb 1:75 AS INDICATED ON PLAN 1-112 Ye.F.R.R. ALL INTERIOR PARTITIONS TO UNDERSIDE OF WOOD TRUSSES/STEEL DECK UNLESS NOTED ON PLAN DRAWN BY: DHK I hr,FRR INTERIOR WOOD FRAMED PARTITIONS AS INDICATED ON PLAN WITH BATT INSULATION SHALL BE WINDOW ACOUSTIC PARTITIONS,PROVIDE ACOUSTIC PARTITIONS REQUIRE ACOUSTIC SEAL AT TOP AND BOTTOM CHECKED BY: SHADES OF PARTITION AND ALL VERTICAL JOINTS AND CORNERS PEM NOTES IN PARENTHESES REFER TO MATERIALS REQUIRED AT FIRE SEPARATIONS AS NOTED ON PLAN DESIGNED BY. WHERE PARTITION ASSEMBLIES ARE NOTED AS FIRE RESISTANCE RATED(F.R.R)THE GATT INSULATION PEM SHALL BE APB.,GYPSUM BOARD 54ALL BE TYPE X. -ENSURE CONTINUITY OF ALL F.RR.PARTITIONS BY FIRE5TOPPING ALL JOINTS AND PENETRATIONS AND TOP AND BOTTOM OF PARTITIONS DWG STATUS: ALL BATTS PROVIDED SHALL BE EQUAL IN THICKNESS TO THE WOOD STUD IUIDT14 OF THAT PARTITION TENDER PROJECT No.: 0210 DRAWING No.: A2 REVISION The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be returned upon completion of the work. ISSUE or REVISION No: Description Date I. ISSUED FOR TENDER MAY 3. 2004 Q VENTED PREFNISNED METAL SORT VESTERE .-....-_-..........._-_.._.V.. —'--C ----- O O i GYPSUM CEILING VENTED PFEFNIH•IED --- METAL SOFFIT GYPSUM BOARD TO W1 WOOD FRdMMG --7 -- VENTED PRFFNIGWED tt� STEEL HOISTING BEAM METAL SOFFIT - ��I PAINTED O VENTED PREFPIISNED - METAL SCFFIT -- - -- SUSPENDED I I - yy�� GYPSUM CEILING OVERHEAD DOOR HO LEHEI- HM TOWER RM _.- � �� IN OPEN P051TIO!---'�� I IN OPEN POSITION --- GYPSUM CEILING VENTED PR3�JISHED — WORCST TION Lamm i ! ! ! I I O _._ METAL SOFFir «I: COMM PATIO J2FT4 L S3 G BULKMEdD 00 AFF. 900x590 INSULATED ACCESS PANEL LOCI4ERS ' - VETTED PREFNISNEDI ! SLMiPE�ED METAL SOFFIT FRAMED N WOOD AND FINISHED TO —. GYPWI CEILING - I i ! RATED ! MATCH SURROUNDING CEILING - ._._ ILNG 2290 AFF. - - ' S` ---- � LOtNGE M L SOFFIT CONTINUES ACROSS TOP OF LOW ROOF AIR COMPRESSOR I I 990 TED ACCESS / 1 JANTOFi ---- -_-- GYPSUM CEILING IM�NISHED GYF wow 13�I AFF. �� / 31 - ABOVE EO AC.T.CEILING ----- -_v= o L-__I ---- GYPSUM BOARD TO ue STRUCTURE - - � I � c aT - w tit a 111 L PREFINI"D METAL CEILING O 31 W l ON METAL FURRING AT 400 oic MAX. - ...... L We CF GYPSUM OFF {jR,(tYl _...-_ BULKHEAD a 2400 AFF. Ell O y wa OF G SUM _` _-- O BuLKM 2490 AFF. RANGE LINE OF � 1 I HOOD ROOF-TOP MECU. ! APPARATUS BAYS _ _ SusPENDED UNIT ABOVE GYPSUM CEILING O ° O OF EXPOSED PANTED STEEL STRUCTURE L I -- 1- I _ -- ROOF-TOP MEGVL UNIT KIT HEN UPPER CAB S f'�'GYF SUM OULKWEAD At 5OVE \u' HOUSMG dPPLY M!,5mm GYPSUM BOARD TO ONE SIDE OF 2950`XFF. FIB$TOPPING�GNIIRED 1ST OBCOAPROvIDE --_ GYPSUM EDGES TO BE FIXED TO D SOLID WOOD - --- O cOF41 C FIFRAMING.TPPNGETO EAVESSAAIDs''1°DOFFIT$EAC+SIDE. cz_ -- 41 Fit _. 2 T FIXTURES: 1 I s AFF. i QO M 11 I• AFF.lQBOVE MID-LANDIPKrI -- _ OF BULKHEAD I - ® LINE C< s NOP AFF L Wa STEEL C ROOF-TOP MECH, O O GRATING - 1QR5�I5Tan+' UNIT WATM-FESISTANT--• H� PLATFORM s L EL TRUE NORTH CONSTflUCTION NORTH --- GYPSUM BpdRDE GYPSUM BOARD T47�i Q PAT 1201 AFF. - - VENTED -- 0W A7= ® TVs METAL SOFFIT _-- SUSPENDED C� TMETA.L SOFFIT GYPSUM CEILING LAY. ON METAL FU METAL CEILING 14 / Q!METAL FURRING AT 400 o/t MAX. —-- OPEN 1 - ° O� O \ 900 x 550 INSULatED ACCESS PANEL __ I _ T�King Sne Eut FRAMED N WOOD AND FNISMED TO _- IM MATCH SURROUNDING CEILING _ M5A 1K9 O O tJ CORK. FACE OF GYF"BULKHEAD Tet 416.31543710 O ALIGMNS UM r*XE OF MILLWORK O - FCC 416.364.A662 - lnto@tb►ownprCh.[o - O O GYPSUM K14EAD THOMAS BROWN ..__ I j ABOVE L I I �� BEAR - _ ARCHITECTS INC. VENTED PREFINISNED ( I ROOM METAL SOFFIT L C� PROFESSIONAL SEAL: __-- O O BW GTE TEL T- 900 x TED P 2201 AFF. 16 PANEL lU FN G D WOOD Ti ABOVE A�G.T CEILWj 19 � 1-V2 RATED �,J G CEILING 2150 AFF. --- s � Icy OV 1-EN P DOOR 1 I r IN OPEN O POOR LLLA W— N OPEN POSITION---��T If'"'� N OPEN POSITION --- DWG TITLE: GYPSUM KHEAD ° ° FdCE GYP5IM1 B,ILKHEQD REFLECTED CEILING 15 U ABOVE L RS ° ALIG"UMTN FACE OF MILLWORK O ! -__-__ILI y � ' x ' � WHERE INDICATED ON PLAN, 14 GAUGE STAMPED METAL h' � I i i I "DIAMOND" DECKING TO U/S OF WOOD TRUSSES—mss ILI COVERED BY 15.9MM GYPSUM BOARD FIXED TO U/S i z PLAN OF WOOD TRUSSES. ABOVE SUSPENDED FINISHED CEILINGS - v r i t t - t I t I i I I I -- VENTED PMVISMED METAL SOFFIT I:J ' PROJECT: WHERE INDICATED ON PLAN, UNFINISHED GYPSUM CEILING TO u/s VENTED DISHED a WOOD ROOF FRAMING, ABOVE SUSPENDED FINISHED CEILINGS METAL rE SOFFIT COURTICE FIRE REFLECTED CEILING LEGEND REFER TO ROOM FINISH SCHEDULE STATION No. 4 ON DWG. A16 FOR CEILING HEIGHTS - & COMMUNITY FLUORESCENT LIGHT FIXTURE CEILING FAN I T SURFACE MOUNTED TO CEILING POLICING CENTRE FLUORESCENT LICHT FIXTURE SURFACE MOUNTED TO CEILING 2611 TRULL'S ROAD U NT LIGHT FIXTURE COURTICE, ONTARIO IN T-BAR GRID DATE' MAY 3 2004 FLUORESCENT LIGHT FIXTURE WALL MOUNTED 0 2000 A.F.F. O POT LIGHTS SCALE: 1:75 O EXTERIOR SOFFIT LIGHTS DRAWN BY: DHK a EXTERIOR WALL LIGHTS 1.5 HOUR FIRE SEPARATION CHECKED BY: PEM 1111111 OEM= DESIGNED BY: PEM i HOUR FIRE SEPARATION DWG STATUS: TENDER PROJECT No.: 0210 DRAWING No.: REVISION A3 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be returned upon completion of the work. ISSUE or REVISION PREFINISNED METAL GAP FLASHING No. Description Date RWL o 1. ISSUED FOR TENDER Mkr 2004 0 v PREFINISNED METAL GAP FLASHING GUTTER -- -- ----- -------------- -- _ -- -- ---------- - -_ -_ -- -- RWL o SNOW GUARD RWL 0 __-_.._..-_-_--"-'_--__...._..___-_...._..._.-_._..-______.--•--_--...---.-----_- ___..__.-._ .._.._.___ __._...___ RWL PREFINISNED METAL GAP FLASHING __ 400 i t S : , --_ .-_-_..--_ _ _ ----- .- ..- - -- -------- -----------_ _ -- -_-___ -3/ 12 SLOPING__._._----- 1� GUTTER - - - -- METAL ROOF ___-_ _.__ 1 ...-. _-• --_.--______.._---------__..____.._.__-----'-------_._-_ -__.------_-__.._....__.__--...-'-----.-_-_-.- g 3 SNOW GUARD SNOW GUARD --�--V_._.---- - _ AB A8 _.--_'-----.._----_-.__.__.____-...__._____ __--_---._..___._____.------____________.____..-________-•- __-- .__.._.____--__ RWL GUTTER _ _ _ _ _ __ _ _ _ ' W I i I! , E , ---- _- -- 4 A7 _.-._.-_. _ REFINISHED METAL GAP FLASHING t -- _- _-.---- I RWL --� -� LPREFINISHED METAL GAP FLA RING EL I _._ --- --'----'----------- _ ___...---- i_-.._.....--- --- '-'---- - - ROOF TOP ROOF TOP ; —�_..�__-----'--------.----__._. _ ___-_.-•----------------------_---- -- MECHANICAL MECHANICAL FLAT ROOF ASSEMBLY �; _�____ _.__.___._._---_._._—_.._.-------•---___..._.____...._ ___ _-_.--_--_---_-__--_--_-_-.- -_-~-- ---._._..---_--'-----__._}-_.- r- - --I , UNIT ROOF MEMBRANE UNIT _ ------- -- I00mm RIGID INSULATION MINIMUM I r ---._._-____.__.__.-------------------___-._ _ .----_------------------_-.---.____ vAPOUR BARRIER 400 STEEL D ---- _.___.-----..__--'---•- -----__.-.-------------_..____.__--.-_____-_--t--... ' - __® -- ---- --'-- ----' ---'---- - 3/12 SLOPING METAL ROOF--- --- -- I I /12 STEEL STRUCTURE 3 SLOPING METAL ROOF-- ------ 3/12 SLOPING METAL ROOF -�---- - - - - -- —.__ _.-- ----------— — -- - - - �J, 14 ROOF p ROOF i w __.._...----__..r------__ _._.._-----•___------__.--"-----••--.'_--------•---'_._._.---..__..--.—_-'__...---.- .—__-.. o%SLOPE 3 DRAIN 3 DRAIN -.---.._._..._----------- --.__ 8 -------- =----_ ---- -- -- X ROOF TOP MECHANICALILC --__ _ ----__---_ ____-.___----__-•- ------------ -- ____.___ __ _ __ UNIT I of ( ---- ............._.....__._-__--_......_._.__._..-.___._.__...._._____.-_.-_._.-_..-_.__..._.....-.-.._-..____-.__.-_... �� _.______._.__..___._____.___.__.___..•...—._.___..___--_.____ - _._..._..____._...__.__.__._..___-_.-.._...______-_.__ ry I ROOF TOP ----- _.----- '----._.--------'---'--------- t� --------�------'---'------'----____---- - - --- I MECHANICAL -----._._.-.______..._._ - PREFINISNED METAL GAP FL-41HING o ' _ 00 - - --- ----------- --.._.__...- ------ _ --- - -- - _... -... ._._.. i - 3/12 SLOPING .---i- -- l- n UNIT O TA ROOF r --.. ------ ---- -- -- -- - --- -._. METAL �o (( ------ - G ROOF __-----------.____--- ---•------'----__.___._.._-..--... _ r --___----•----'---------------__•_--------•- � � � _ 1. n F -_t-- I 3 / 12 SLOF?INCs -F- - N - 7 : I �.w � RI , • i RWL TRUE NORTH CONSTRUCTION NORTH -_._.---..--'---------- PREFINISNED METAL GAP FLASHING - - I cv�j•• it � I � ' i � ----.------------.___—.___.___ __.____..__.._ —_.— 3941Qng Street East. ------- --- -- ------------- -- -----'--- ------------- _-_ i i i j i 1 - Toronto,Ontario AASA 1K9 RtLLL - ---------------- - ---- ---- ------- -- i 1 r I I ---------..--------------- -_ _-. -------- Tet 4163645710 Fmc416.364A662 : c -' InfoOdwownarch t; 5NOW GUARD + -------- - - i 400 W z i ; _-- -__-------- -- ---__----_ THOMAS BROWN I � ARCHITECTS INC PROFESSIONAL SEAL: I O i J i IL ; �PREFlt41SPED METAL GAP FLASHING i I : , , ! : -—- --- ----..—.__...--- --- - -- DWG TITLE I i o _ - ---- ---- --- --- --- --- __._ GU -_ - ROOF PLAN SNOW GUARD RWL I o PREFINISHED METAL GAP FLASHING R-UL RWL PREFINISNED METAL GAP FLASHING RUJL S a PROJECT: Ag A8 COURTICE FIRE STATION No. 04 & COMMUNITY POLICING CENTRE 2611 TRULL'S ROAD COURTICE, ONTARIO DATE' MAY 3, 2004 SCALE: 1:75 DRAWN BY: DHK CHECKED BY: pEM DESIGNED BY: pEM DWG STATUS: TENDER PROJECT No.: 0210 DRAWING No.: REVISION A4 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the 5 property of the Architect and must be PREFINISNED SLOPING returned upon completion of the work. METAL ROOF t/o DBL PLATE 11 125 ISSUE or REVISION PREFIN. METAL CLADDING TYPE No. Description Date 455 / 1 ISSUED FOR TENDER zoo. W4 / \ Y 3. t/o MASONRY 9800 5-COURSE BRICK BAND PREFINISH METAL _._ _... ._..__... ED E L ----------------------..--__._-__.-------- GAP FLASHING -- - - ------- _._ -__.__.__ _-- ---- ---^---- -•-- .__ _.__._......... . ...__..- __ _._... ------ --:SOLDIER COURSE::-.------- -- .:-- . =_----. ---_ --------------------------___.___ ---- ----- - - --- - _ ._._ .._...---..... ............._......_....._....._..__..__-...........----.-----._....._...____.._ _. ___-----.__------._...__._._._._._.___._____-_._. SEE DRAWING 2/A7 FOR _-..--.--.----...__...._.._..-•-..-----......__.......--._-_- ELEVATION BEYOND 355 : :- - -:_--.. .._-__.-_ _ �__�-..- -� -- -----.... - '----- -_- .—_-,�.-:�=_J:-�_-:____ _._ .�:--'---:.. .. :: _..:-: ---- - .__.----_- --_... _ _ . _.._... ... ..._ .... .__.__ _.__.._.__. .--._.._._...._..__ __-- -_ ._. PREFINISNED METAL GAP FLASHING --..--------------------..._........ - - ._ _._. . ... - REFINISHED SLOPIN ......---._.__._....___ -_---.__- -•---...... PREFINIS ED SLOPING METAL ROOF ___..__.._.. .---.._.......---- ---.. .---.--------.__-_- --.._._.__.._._._.__..._....._._._...___.--_----.__.__..._.-. -------.-....-------_.._._-- PREFINISNED METAL I I I i PR FINISH METAL I E ED E L --.__..._ -- ------- --___.. . .. META ROOF _.._.... . A F A HIN - ----- ._. _.... .._-._.... - P L I GUTTER I I I I ___._..___ ..... ........._.-.._..._._.._..._._._....._._......_.___ CAP FLASHING _ -.-_...-- - ----.-....._ ..-- � I I I I � I -- t/o MASONRY PARAPET GUARD -. _-._�: _....___..__ _..___:. .. _ :-::_.:..:_. :. _. _ _-. ....; ._.___.._- -_----- -_.- _ .... ..._ ._ ...- - - __.__-___.__.---•-------------- PREFINI$HE METAL FA IA I ..... ........ .. . .-- - --- _._ ..__ . . _.. _. .- - - __.....-•------...__.....------ ------•-- --___._._- _...--- LIGHT - ... ICsHT-......._ _... I NT__ __ . __ --- . _ _ _.. _.___. - __ � .... . ....... ........ . _.. . _ . _ _. . .. _.: _.. .._ ::..:._:: ... :::.. .. .. _... :. _.- .. . --:. . ..__ ._. _-:_ ------ _ _ .._ .: .. _. _- - .. ._... _. _ _--- � PLATE 3280 __ ..._ ._.. _ _......__ _..._ _ _._ . ..__.._ _- .._.__.... .....: - ..._._._.._.. -- - _ .. . . ..-.. _..__. � .____. ._-_-_- ..__.._�_.__ _.__._.___.-._ .. .. ....__ . . ....._ --._. . . .._..___ ..... _..... ... ._.._ PREFIN. METAL CLADDING - I _ . _ _ .---.. _. _ ... _.._ _. _ _. ._. . _. ._.. - . _ .- --- _.....-..- -- _-. _ ._.__. _.._. ... . . .._- . _ ._.. _.. _ ...... _.. ___..__._...------.-.__ ___. __.._._...- --_---------..._.__..----....---._._...___.._.._.._..._.-----.._...._.-._.._.--.----_--.---------._...._-._ i I I 1111FF�REFIK METAL CLADDING TYPE I _-.-..........__..._ ._.. -- . _ - PREFINISNED i I TYPEI _.._.._... - ..._....- -_._...- _.. _. .-.- ----_ -------_ -----LIGHT.--•--....._.. ____._..._ ._._.._.-.......- ---- ____ ._.._.............. ..... -- -----.. _........ ....__..... .._..._...._... .._....._._....-_.._.._.. ....,.......__.. ..._...._...__...____....__ __ _.._._ i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—----_=__ _----_-__._.---------_---.._.._= --------.____-___----------------- ._. -...... ._ _._... . _-__ --_____-- _ -. _ _. .._. ...._. .._.._ .__.__. _._.. _ _ -`_ _____ - __.___ ____- _-- ----__-- _---__ __----- ---_.-.______.-___._.____.__-.__-___ _ _....___.. _ ___ _. ._..__ ....._._..-- -_. ...... _. .--. _ . ..- . .. _. _._ ...._ -- _-. _ OVERHEAD DOOR OVERHEAD DOOR - •-----=-------------.__..._---=-.___---.._..-------�--------------_-__.._..----•----------------------�-•-------.___-._.._-----...---_ :..: _ .._._...__...._._..__ _-----.-....._._..._...._ _... _._....._....._.. .._._.._...._.........__. ...._........ . ......._._ _ ...- --. _._......_......_....__.._.... ........_..._.. ......._............._......._ .._.._.._... ._._._.... 55 ----------_------. _ --.-- - -.._.._---.._..--- _...-_ ._._._. _._.._.__ _.._..-----._..--- --- ------.._._.._.._.._..__ .____..-.__------ -- ------- -- -- ------------- ---.....---- ---------------- ------..____.__.._.__ ... SE BRICK 3-GOUR -- -- - - ._..--- -- --- -- -- - ----....___. _.... _..........- --- _._.__...._.._ _ .... __._...._.__......_.._..._....... _._..__.-...-..-- ---..-- ------ -- --- -.. - _ :-:.:::. -- --- = -_ - __: _ i �_-.-.----._-___.__------------•=-•--------..._____ RIUL:._... ............._..._.._.........._........_......--.._....__. _. .._ ... _ .. _ . .. _. . RWL FCsFCs FCs FG - __--------- .._..----- F FCs --- ....... -------- / -•---------------- ---_----_.. / ---- ----______....----------------___._ .. ___...._.__.._...._..__......._____._...._..------._...----- -.. / ..._._.._..__...----.._...------.-.......___.._......._..__.._....____........_....____.............._..__....____ _____..._.._ ---------------------- ------- _..--- __ _._..._ --_ -.-•-------__._..__-_. .___ - - -- ----- _...._._ - ---- ._ _._._. ._ __ __.. .._.. _... _. _ _ ..--- -.. _..------ ----- -- ------- _.._- - _. ._. ._..._.. BAND _------ --... 1 EAST ELEVATION T7P.CONCAVE-' 10 WEATHERED— - 10 // SPACE 12 IUEATHERED— 5 FLUSH 10 PREFINISNED SLOPING FLUSH METAL ROOF t/o DBL PLATE 11125 10 / �• TYP.CONCAVE-� PREFIN. METAL 3—COURSE BAND SECTION 394l0ng street�, CLADDING TYPE I Toronto,Ontario 455 MSA 1K9 W4 / T7P.GONGAVE 300 10 �j Tel:4163645710 t/o MASONRY 9800 t1XATHERED— - Fax 416364-4662 _...-__--•--_____..___—._..----__..--- _--- 5-COURSE BRICK 10 / --------------_-------- --- into@tb►ownarrh.ce BAND UJEATHERED i/ THOMAS BROWN =_=__--_ _=_=_- ----__----= TYP.CONCAVE AIR ARCHITECTS INC. SPACE TYP.CONCAVE-° PROFESSIONAL SEAL: FLUSH 10 -- _--___-_--.:---.—_--__-- FLUSH 10 - ---------------� ------=---- T7P.CONCAVE 5—COURSE BAND SECTION ----- ---- ---- -------- - - 3 BE BAND TERMINATION — TYP. ---_-- ----__-------------.._...--- ....__-__...------- -- _ _. _ .. _ ._ SCALE:: 1:10 DWG TITLE: ---- --- ------ - - -- -- -- --- --- - _ _ _ _... ... PREFINISNED METAL CAP FLASHING _ ST U _ _ FINI NE PRE 5 D , � PREFINISNED METAL CAP FLASHING .SOLDIER COURSE t o MASONRY PARAPET 6000 METAL AP _ : E L G _.. t/o MASONRY 5400 ELEVATIONS PROJECT: 12 L6 C� COURTICE FIRE PREFINISHEC METAL _ PREFINISNED SLOPING METAL ROOF i �... _. _..:.. : __. ...::_ ._. . . _.- I � _ .._ _: .._- -- FINISHED META d GAP FLA5HINrs _ : - ....:. : - - . T /'. .. .. :- - _.__. _..._ ._ PREFINISNED SLOPING i � - L o 0 i 350 METAL ROOF I I _ ::: - -. G t/o MASONRY PARAPET 3800 _ GAP FLASHING _.. PREFINISNED METAL FASCIA .. � ._ _ ® ® COMMUNITY IGNT REFIN. METAL CLADDING _..:. - ___: .. - -..:_. __. .:_:�_._.-. -- L _ LIGHT LIGHT t/o MASONRY 3200 OLCNG Cf�NTRE :.. FIN. METAL A I T7 I : - : -----.... ..._-....-------._. ...__. -._ _..... ._ - - --------- ----- __ __ - -.. .LIGHT.. ...:_._ _. _ _LIGHT ... .. .. . .:. TYPE I __ ____. ._ _. _ _. ...... ___._---------...-----_..._-------______ MEAL IGLADDING PRE E L GL DD NG PE .---_--- - -- --- ---- ---- _ _ .. __ P FINISH METAL _ . . - -------- ---_ - --- ---------- --- -- -- - -- - ----- - RE I:D - PREFINISNED METAL - _ - TYPE I 555 -.._- : --- _ - - - --- .._ _... ._---- _ - --- -- ---- --._.__.._.....__._....__._._.._.._ ._..._ ..__.. .... __ _. _....-- _.... -- - - -..._..__.._ ... - - -- _ . . _ _- -- -- - ... __.-----__ _____ ------------ -------------------------- _ -- . _._ .. - - -- ---- - - ----- --_. -----_----- ------- -. ._.. _. ----. .._. _... -- - -- - - ----------- __ _._- ------------------------._._—..__—____---------- ----_—__-__..—.---.__--------___—__--_.------- ---_. .----___---- OVERHEAD oo _ _ _.._: -_ - - __._� - _ _ 2611 TRULL S ROAD -- --._. . _- ._.._.-__ .- - - - - -- - --- - -- - --- ------ ---- -- -- ----- -. - _- - - ---- ----- - -__..----..-- - __._.. - -...._.. - ...._ ... . -- - ---- ------ ----._--------- - _ 555 EE i � ---- —_ _. _--______.__._ ___.— _.,_-._--_-_--___-_- � - ---- 3-COURSE BRICK COURTICE, ONTARIO. __....._....._....-------=. �...: O D DOOR -- -.._.. FW 11 W1 � ----- - - -. W2 ---------- -- -- --- — — --- — DATE. - _ _- -.. __ ---- ... _ - --- -----`O- MAY 3 2004 _RtUL _ ___...._.._.__. _..__.._.. ....._._^ . � ._.._._ .._._.._-.... _.._.__ ..... � _� _.... . _.__ _. .._..RU.� ._.... . ..._.RIUL._.. ..__._.-_._ ___....._.. ....__.__..__.....__ _ ____ .._.___.._ ...__-------...._ _ .._.._.. —__ ---- - _--- -_--__-- _ -- L___-.----..._-- __._._...._._.__...__...-..._-.._.......... ... _..___._..._..-._...---- / -.._.._-. __._._.._...._...__._.... / -- --- -- ---- ---- --------------..------------_--------....-------- ---------------------- � ----------- __ —.____--___ - -- _ _ _— __. ..---._._.._..--- -----_.___.-----_.__ ----_----...- __._. SCALE. ------------.._...- --- .... -- _._.. __...__._......__...-_.._......_ _ --- -...._ .. -- - --- ---- ----- _ - - - -.- ._... --- --- ._.. ---- - - - - - - - _ - ._.. FG FG FG FG FG FG FG --.__. .._...__.._._..._..__ .__.___-__.....___..... ___._. / / _._ ..._.._._.__.._....._.__._......----.___..._...__.............___.._..........__._..__.._.__....._.._.._. __..-------._._._.—._-__--.__._.___—_ _____.._-- -___._—_._____..__.—. ___. __._. ____._—_.___._ ._.._......__.._._........__- _..-.._.._.---_-_--- .- _.—__ __ 1.50 ----- .--•------................. --- --- .. ---- 33 01 - 5-COUR6E BRICK -- -- ------------•--- _ _..---- ...._..-- _....----- ------------------ -- --._..__.....__.._-----_...-_.__.----_.._- --...._ ... - ----- --- O - - --....------ ---... - -- ._.. --- - ---....----- --.... _.. -- - _-__—. _ __ - -- - . ----- --- - - ----- - - -- --- --.___-_-----------------------------------------.--_--------------.._-----_ � -..---- -- - ------------------ BAND DRAWN BY. / -- - - - - ----------- - ------.--...---__-- :..__. / _— CHECKED BY: FG --._._.__...__. -- --- - --- _.. ..---------- ----------------- __v_ =-vim::_- ---- --....------------------------------- ----------------•---__._..___--------._.-------...----------------------------------._-__-..---- ---------- ----- --- -----------------------._..__...--------------------------�------... FIN FLOOR 00 DESIGNED BY: PEM DWG STATUS: TENDER WEST ELEVATION PROJECT No.: 0210 FF DRAWING No.: REVISION A5 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be 12 returned upon completion of the work. 5 PREFINISHED SLOPING ISSUE or REVISION 7� METAL ROOF t/o DBL PLATE 11125 No. Description Date - rT_ 1 ISSUED FOR TENDER MAY 3. PREFIN. METAL 2004 CLADDING TYPE I [:K / \/ \ t/o MASONRY 9800[::: ..----.-- ---'---------- 5-COURSE BRICK . _..______.._____.__-._.._.._____.__________________.. BAND : ,------------- -__- -._- - -- ------- ---------------- - ____._._._._..__.__...__--___-__..____. .._._ .-----------•----_--------.----...---•--.-----.-----•---.-_.--_-------- __-- --------__--__--_-----.._._._..----.....-_..--_._ ---_.__...__.....__..,..._ _- -.... _ ..-- --- -.----------- - ----.-- - - --- _ ._._..._.. .....__...__...-_..---_..-.----..------.------.--------.--- , _-__.___.----____.__.____-__._..___._.--_.___. -- .- SEE DRAWING 1/A7 � I -- -�_ __---.------.--.--..I_-=_- , FOR ELEVATION BEYOND ': - -- - ------------ _ - SEE DRAWING 1/A7 PREFIN.METAL GAF'FLASHING -.__-_____ --.-_-_- --- __--- FOR ELEVATION BEYOND ------.-.--------..-•---------.-_--------•-----------------------.-----______.....------- - -_-- _- _ _------ -----------.._------ .._...- _.. -- ---- ------ ----__- -- ------....----._-._-_-__...--.__------------------------._.-..--..----------------...__---..--.---.--_.--._.------.-..---_------._--.--------.-_.-----------_.__.._._-.------.----------------------._--- - - -----------------------------_------------.-_..•-__.-_.-_..._-.._--.----------•---------------.--.-.--._----.---...-------__.-.---._---...-_..----.---•-.-----.------.------. , ___._._._.----..___._.__.._____..__.__.__.._._.____.---.-___...__.._.___..__._._._...__.------._--------.------------.-.-----------.-_.__..__.._..___..__._._______._._._..._._._.__..___.---_..___.---------_----_.-_----.--.__..___.___. I : . r- , : : -.. _ ------.------ -__ _-- .__ _ ---- .--.-.-----------• --- -- .--------.- .-----.- .-. ----------------------.. ------------ ------------------ . _ _-_._--....-_. PREFINISNED .-_..� _..-----=._-�__.._.-. ______-._____..__---� ----:VENTILATION_.. ___.__._____.-__._.__._..__...____..._.___.-_---�yTILATI - NTI---:---:---VENTILATION�-���-- - ! I ® _-....---_,____-_____.._..._..-- - - - -- - __ ---- - --...- - ---- � ( ! I I REFINISHED -- ---- L5 --- -------_----.--------- °N L5 =--�_-_--__�_:_�� _ _vE L ON_ L5 =:___.-- --_ METAL CAP P -------- --LOUVRES - - ---... _ -----._.---.---_.----.-...---.------------LOUVRES. - ---.- _ LOUVRES-•-----.-_.-❑---•--__.._ _-.____ I I I METAL CAP :_.._...._ ____.._.__r_-�__• ___---------•--�_____.__, -._.-.�_-. _:_-----------.- ____-- ----•------. .---._..._.-- __-_------ ._...._- ..--- _ __..._ r__-_.______::__:__._ _--__ .. - ------------ -------._:.. .._ .____•-__--;=__ __---_-._-._____.--_---_..--__._-----_-___ --_- ----_._..___..____ __---_-_-------.-.-----__-__--_--____-._-.--___.._-___.._....-__...__-_-___._.__._-_ -____... FLASHING _ .___.__.----_ ._.__--.--_--__--_ _____..____ _._.__ _.____.---_.__._-._---------_--------------------.-------.-----.____.___--___-________._.--.---.. ___ ___-_- I 1 _.--...----... ----.:. ----. -__-__-_--__-__.-._----.----------•.--_.-_----.-.----.-_---._-_--__.--_--__----------_.---.__..-.----.-------_____-_..-..--__._.__.-- -_... -------..-.- --- __.-. -_ - .... - .._.. - _._.._.__...._..._--- _ --...-- _..--- ---- ---- ..__ .._. _ _ .. __.. I FLASHING --- _- _ ---- --------- -- - -_.-.__...--- -- --- -- - - - _ _ _ -- -- ---- --- ---- - - -- I I 1 -- - -- ----...--------_----------------------._-_..-----------------_---- _-----__-__-_____-•_- I ' _..__....-_..__._-_.;._.--____.__..__.._.____--__-__._______.__.._.__.-..__-_.-__.____.____..__..---__.---__.____._...---...__._.____._______.__.___________--._-----_--.--_------._.____.-------------------._--._- I I ! . I , i i I I -- -_ I1 11- -----___._-.__--_._._..__-.---_...�____.____------------------___.._..-_-__.___.._-------------------.___._------- __-_----------____-.-_ -----------------------------------------------�------- I REFINISH O IN M TA F 2 -----=..--_:-=---=�_--=_'___--�_---=__—_-__.._--__-_.-._`___-..::_-------._.-----..___--------_--___._.._--____-_----•____ - ------------- ------------ I I I I ! � I I I P ED 5L P G E L ROO I ! i I I I I I , I ;, __ _: `:I --�-:: :: -:::.—::::: : _- -: —: _--... _-- ..._..----------_ -- ----.__.—_._._...__..._.__. I I I i ----' ------- -- --- --- ____----- I I i I I I I ► I _ �- ❑ . . -- - --_.._._...__... _....__.._.. - _ _.._._...__.._._.. - - --- _ -- - - --- - - I ! I --------- ----- ---- I ---._..__..___...----- - -.----- , --- - --- I I I I ; I I I I I I --- - - ----- ------- ---- -__ - - -- -- - - ----- --- ---- ---__ --_--- _---- ----------- I I i ------ -- ----- _ .._.._....__._.._.. _- - -.. ----- - --_- ------------------ ----.-.---._- .---_-----__- .--___-.------. -- -- ---___..._._ I I , I I - ---- ... _ _ _._____.._ __..-- --------..__._._._... _.-__.___..____.---_.---_.._.__----._._____._._..-----------__-_.__ I I i I I I I I --.-__ . -_--- _ ___ ------------- ------------_- 3$00 t/o MASONRY ARA T , , , , I 1 I I i I I I 1 -- - - -- , _ - - -__ - ------- _ _ ---- ------ -- - .._..--------- -__ _ i - - - - - --- - I I i _ _ -_::_-:_--_-:_---PRBF WISHED..MEIALFLA5.HltC?_::____:- :--:_-_.-____ __ I GUTTER {PREFINISNED METAL FASCIA __._._._--_____-_ - ---- _--_:=.•-.--------- ---- I I I I I I --_-- __==_-- - __----..----- . i. I. ___ '... --_---- ---------- -----.--- ;I - ! I 1i 1 I I i I i PREFIN. METAL CLADDING TYPE I I I I `___��__=-_._ =`•___ I I j I _ _ ____ .I--_....__ _......... - - _ _. _..._........_..- ... - .. _....._..__...... _ _--- ----_- __...- ------ -- _ _-____- _ _. - .._..._ _.. _ ._.. ._ ..._... .. -.._ _ _ 7--.. - - ---L_Lk_��___ ------------------------_-------- _ _.__ - ._.. _ . . . ._ . . . .. _ ._.. .._ _. _ . - - -- -._ ..._ ._ .. .. - --- _. _ _ _.. .... --.,. __.. __... .._ __.._.. . ._.. . ----------.-------------------- --- - _' --- ---- -._... ..__ .__. .. .. .. . .. .. ...... . - _- _..-- -----....._-_ ._ _ _ -_ ---•- .--------.- ----.--_ ._.-------- - ......_._._-. . _.. __ ..__.. --- _. - - - - ..... -.. ._._ - ....._..--- - - -- -.._..- -- - _. .. - - --- -----_....__ _ ---_ _ -_ _-_ -_ . _._ __ ._.._ _-. .._ .._ _ __ -._ ._.... ._ . .1:­_­.­ - - - - - ----.--.- -- -- ----- - .---- - - -- - - - ---- ----------- -- ---- _... .. . .. .-_ _ _.._... _.._.._ _ _...... _.... ._.. _..... .._. ......_ .... _. . _.. _ ... .. - _....._._.._.__.......__._.._.... _.. ---.......--- -.... ... _._._.._ ...._ -_-- . _ - -_......._._._..__.____..__..___._.___. � :- �5' 555 _---____.---------------------- _._...._... _.._ ...._.. .. - 3-COURSE BRICK ... ..__.........._ _.__...._.__....__...---.---_..._---.._.--_._...._ ._. ____..__ ______-- _ _.__._._.._ -- -- . __.. .._.__..._._....-_._.- ._.. -__- ------ BAND -.. .._.. --- _ . --- -- ----- _ __-_ - - -- - -- .. _._...__._.....-- ----- __ -- - - .__ _ _...._. . ... ._..... - ------ .... i - / --..___- -._.___._____._____.____.______._ ___-- - --_.__--__COVERED..-_--____-- _.____. ._._-- _ .--__-- - ._._._ ... _..___.. . _ —.______ ___.___._as:- ._ .. -. . .._ - - . . W1 W1 _.. . . - -_ .-..._ W1 - - - ..... _..... - ---_-- ----- ----- - . -- - .___._._ ... _._.: _._._ . .... - - _.____-- --_------.----- _--_ ___-___ ..---_—____.—_._--•PATIO.___._._.______. _. ._ -- --_..___.. ----._____. _._.. --- ___.__..._...._ _._. __. . -- -...._._ � ..._....___....---......_._...___..............._..._.__ ___..._._.._-- .------......----._....._--_.----..-.-.-----.--_.._ ._.. ____.______. __-__ ____._ VESTIBULE ___.__..__ -_.__--_... -:--*=-- ------- --.------ - - - - - - -.. __------___ _.. ---- ---- . _-- _--------•------- -----_ - ._._ .__.._..... ... . .. ....... .. - _ .._.- - - - - - --- - I�IUL -_ _ ----.--.--- 01 =__�___. __------- - -- --__-_-___..__.___ ---- _. __. .... .. - - - _.._ . . _.. _ . . _ .-_ . .. _. . . ---::... .... _..::........ -.._... _.._._....._ ...--.. -. __ .._­_1_..­____­_­_._­,---._.__. ._.._._-. _..._.... _.. -----=-------------------- .---_..__ _ - --- -- ---_---- --- ---...._.....-..._....__... _.._....._ i .. . .. _ .....-............_..... _.. ...__. - ---- ----_._._ _..__ _._ ._ - --- -- i _. . -- -.. _ - -- :::_:_:::-_:_: _- __:_::.-:___ .....__. ._. ._._.....__.._...._ - _-_-------- .-------- __-_- _--- -__. _ ---- ------------- ----- ---- __ ------- -------..- --,=---_:: - _ _...._.__..__._..._. FG _..::.:__::_:_...:_:.-_..:::: . _:..:......... :.:.....: _.. .... -- ----- ._.__._.._ _---- -_-___--__-__. __. .._ -._..- .._...-- -.._..._......---- ..._ FG -- -- ----- _..__..-- - Fs ._--_::_::::.:_ ._:_:.::.__.:-_....-._..:- ._:__:_::.----..._.::._ ..._ --_._-.__-. _ -.--------------- ------- . _ •_-- - -._____._.._.___ -_________ _.__.--_-.__ _----.___._. ----- -------- ...-----.._ _ _...._._.. ._._... .__ _- -_ - --- --- --- ._. _ . =•-===BRICK VENEER -__-___- 5-COURSE BRICK .-,.. �• _ --- - ------ -----------.. _ -- -- ._------ -_-- INTERIOR ------ _____------- - -----_-__----. _.... .. -.- ----- -- _ .. . -- - _.._ --- -- ---- - ---- ------ - _._ _.. -- --- RIOR _ ----- A -_ _.._ .._._ .._ -- --- _ ...__.._._..... - -- - ----•- - - . .._...__... ._-.__._.._.._. _._._ _ --- ---------- ----- _ _- - ------_------------ BAND - - _ - -.. .. _.._...._...... _.... - - - --- __._. .__ _ .__ .... _ - - - ------ __ _ _-.- ------ I - ._ . -... .. _ . .- _._._._ ---.._ _._.__.._._ ._. _ _ __. -- - -- -- -- - . ---- - -- -- - --- - . ­_..­__._­1.......... ..---.--- ---�--._..._.-..-.---_ - _-----.----.-- .- -- ---------------- --------- _ ------_ - - -_--_----... ----_-. I _._.. _... -----.-- --____ _-__ - - ----- -...--- ........_.... --- .. _.. _................_._. .._ .._ _­_7- ----- - ----... _ - _ I ...._._._._..._ _ ... _. - .' _ -.. ....._. _ .. _ _. _....... --...- - ------- -------- - -- - - --.._..- - ---- _... _------------ --. _....._...__.._.... _---•----...__-_ - __--.---.--.----.--__---_-- -... _ . ------- - - - - - - - - - -- - --------- _- --- - _ -- --- -------.,--.-.- ---- - .. _ _..- --------- -- -._.- --------.._------.__.-_-_-- _ . . _ .. .. -_. . .,.._. _.... .. _ ---- - --------------- - ---__.__._.__. -- - .. - - - --- - - - - --- - ---- -- -------__--- --- _ . . - -- -._._ _ .. _.. - - - - --.. ____._ -...---- -- -.----- ---......... -- -- --- -- _ -- - - -- -- ------ ------- -_.. _.. _._._.......- - -_ --------- -- -- _ --- ------- -----------__... _.._ .._.._ _..._. .- -_- - .... .. . _.. _.- _.. ... .-----. --. ._. _ _._ . - _._."...._.__ ____ _ _ ---._ .. . ._........ _._.... .._...._.- . _.. --...__.. - -- -- - -...- - ....... .._..._.....--- - - - - - - --- _... ---- --------- -- ------- ---- _... _ _. -..-----........-.. -- -------- ------ - ---------._ -- -- __..--- ---._. _.._....... ---- -- .._ -- _._._. . ... .... _......__ --..._.__ - - ---- . ..._. - ___.. -- -.. . _......-- .. --- - _.__...- --.. -- - -- - - - -- - - - ---- ---- ----- --- --._.. ...__._..._...._... -- - - _..._............._._..._.... _. _........ _--_ .. .. - __._ .. . _. .... ... ..... -.. .. ....------_-. -.._.._..------ ---. ..----------- -----.. ... _ - = S RAWI A F R' - .. _.._ _....._ EED NG2 1 0 NTI TI _..- .._ _ .._. .._. .... _..._. __. _ .. - - -- -- _._ _.....-- _- ---- -. _ __ _ . .._....__ _ - - -- ...--- ----- - -- .-... _ - CO HUED ELEVA ON _------. -_..---------------___-__._ 000 FIN. FLQO I - ------ -------- ----------...-- - --------._- _ ---- _...-------------._. _-_ - -- --- -- -- ---- --- 3 PARTIAL SOUTH ELEVATION 1 NORTH ELEVATION -= _ -- -_ _ = - STEPPED FLASHING I --_1-____ -- --_ - - -- - __ -- -- --__ I I - -_ - _ __ - - - _ -__. - -- _--- _ BRICK VENEER ON - - Toronto,„East. % { STEEL ANGLE(SEE STRUCTURAL) -- 2 -2w- M5A 1K9 `� WOOD TRU55E Tel:416.3645710 I Faac 416.364.4662 info@tbwmarch ca 1:1 CONTINUE BRICK CONTINUE BRICK THOMAS BROWN_rT VENEER DOIUN VENEER DOU,N ARCHITECTS INC. TO t/o C.M.U.WALL TO t/o GI'U1.WALL PROFESSIONAL SEAL: I 5 SECTION TROUGH CRICKET ROOF A6 SCALE: 1:25 L2 ICI RIDGE VENT I I I I DWG TITLE: PREFI1i 11 I , 1 1 I I - ! I I I I I ( I PREFINISNED METAL GAPI I I I I I I 1 I I I I ( I I I METAL GAP FLASHING I• 1. , , �I I I I I 1 ! FLASHING NORTH & SOUTH 1 I I 11 II I i I I I : 11 LINE OF CRICKET ROOF BEYOND ' EFINISHED SLOPING METAL i 1 I II . I° II Iii I I I I I 1 1 1 1 1 I. � , 1 I 11 I i � � 1 I �I I I I I I i I I I 1 I 1 1 I I SNOW GUARD I -- - :I i 5 1 I I I 1 SNOW GUARD t/o MASONRY PARAPET 6000 ELEVATIONS PREFIN.METAL -____ I L = - - _ A6 GUTTER PREFINI5HED METAL FASCIA _ GAP FLASHING - -_- PROJECT: -- __ t/o MASONRY 5400 _ _ - PR FIN. META G A I TYPE i 11 ll 11 11 11_ _ 11 11 11 11 E L L DD NG PE -- -- -- - - - -- -- - __. _ - - - -- _ _-..-._. __ _.._ __ _. .. PREFIN.METAL GAP FLASHING --_ - .. -- - - - - -- - -.__. ._. - ....... - ._. .... .. .---.-- ---- _ _. ------------ _ ----- ---__ --------- --- -- _...__ _ -- - =______1__­_V._. ---- _ ._ -- ;: -- -__1_­__.__..------..--.. .__.----- -. ..-----.------------ ---. .-- STEP IN BRICK - .- - _ .._. ..__...._......_--. -.......-_ _ -__ _ --_ - -- - -- - .----- ____...__..__._...-- ---.. -......_. ._. ..-.. ----... ..._.._._....._..-._...-.--. ---. ... . ._-.._. ..-.. ---- -._....---_.__ ._ _- -_-----.. .- - -- - - -- - - -- - - --- - - - - __ _ -----__ _ . --- - - - ---- ---- -. _- :__..__._....... ... ..._ __ - -___.____.__.__­___­1_._. _ --.... ..-- ---- ---------- -- --_ __._ -- .---.._. _ ._.._ .__ -- ----- __..._-- - _. _-.._....-- _ - - -. _ -_- --- _ - --- - ----_ - _ -- _ ------- - - _ - -- - ._ _.:.:.::.- - - -_ ----__--- - -_---- __:_.:-SURFACE - - _. .... __-------- --- _ . ._ - ._.-.-------- -------.- --...._---- . --- --_ - - -.- __. ��� - --.-----.__ ___-.. ._-- ---._...--- -------- .._. -- _ STATION - -- .._.._.....- -- - -- - -- --- - _------.._.._.. -----...-..-.------..-.-.------....-...I. .._..._...__-.._._._____.__1.­- ._..__...--- ...... _ ... - -- ---- - __ --._..,.._._..__..._......_._.... -- _....---- ---..-------..-.-___._ . -------- ------------- ..._ - ------._ ---- - r FIN METAL -� _._..._...._...._..---._._...._ _. _.._ -- --__ .__ -- •-----------_-._..--"---------....--"----._..._-... __... _ -- ------- ---- -- --- --- _ _._..__... ___ .__.._..-..._ - ------- --- ...- --.._..----... -- E E PR L PREF N. ME AL _ __ __ _____ _ -_ .-_--_- .___ _ ______- --____-.___ _ .. _-____ .--___-. ---.-.-- .. .___._ ._.__ E N M TA A IN TY PR E L GL DD G PE 2 I _..____._._._ ____._.__ ..__..._ _.._._ . _ ._._._._._.._.__._. . _...._.._---.._._._._._._._. .._..._._ _.._._-.-- .__._.__.....____._._ ._.....__...._.____. ..----.. --_..._. ...__..___.. _ ...._-- _ _.__.... -._-.- -__.._-.. ._______. ..._._._ . ._-_-... ._.__ ..__.- .._.__ _...._... _ 1. _ CLADDING CLADDING TYPE 1 -� L6 L.-..: TYPE --- PE 2 __. - - I PREFINI HED _ -- - - _ -- S _ PREFINISHED _ __ ._._. __._. 0 M U N ITY _... .---..__ II ._....- ...-:---.__- -..--_.__.._._. : - -t o M:A50NRY PARAP T 0 4 L METAL CAP PREFINISHED SLOPING META R METAL GAP - _ L _.__ ..__ _ _ _._, PREFIN.METAL FLASHING PREFIN.METAL FLASHING _._ _ _ ____.__.____._._ ._ _____ __ -. _.- -.....__ FLASHING GUTTER FLASHING _ .-_ - ---- _ - _. -. --- -._ _. _ PREFINISNED METAL FASCIA - _ ..._ ___._____.__._ _11 1 POLICING CENTRE _::. I _ — — — _ - -------------_ ....._-----... ----- - ---._._.._-. _..--------- ---- -..------------- - - t/o MASONRY 3200 - ____.. . __ _.._.-------.._ . -- -------- - I _ - - ,- - ----_._I-.---. _.._... ----.-_ __ ___ ___- __-_. _- --_ - --_- ' ___ PREFIN. METAL CLADDING TYPE I i -__._ V =- _ =- __— `_ =- 1 ; 2611 TRULL S ROAD __ -... . .. - ._-- ------- _-__-- I ..__-___- _-___.__ .-__.. .__.-._--- - __-._. --- - -- ----- -- . . ._..---- .. -- _.._._... ....... . ....._ .. ._---- L . - - _. --- -- ___ - . __ - - .__._ _._ . ._..... ---- ..-- -_---...._ _ ----- ._ ...------ - .----- . .__._--- -----. ._.._......._ _. .---._._ . __._.._._._..._. . ._. -- - --- ---- - ------- -- ------ - �--- ------..._—_..______ _— __._.-------L - � ICE, ON IGHT — ONTARIO. - ---------------------_.---=-- __ -- -_-__- = __- - :. - _ ._ --- _...-.:_::-_._._._. _*--- _-----__..::_:._:___-_ _.. :_.-_..:.:...._.._...__.: _..:_::__: _.-_::._: :_: _..:_.:_...-- ...:. _-_ _ _:....__.::-._.:_:.. _--_ :_ -:..-_-_:-._:..= -- ------_ - - -_-_- _ - -.--_- ---- _ — _ _------ --- -- ----- ----- - - . _. ..__ ._. _--. ---.. _ .. ---- ---.. _..- - -- - _ - _.__ ... -- - --- .._ . _ - ..._ ._.._ - ._.... _--..--- -- -----..- ..---- .----- ------------__----_� _-______—__ _ - - ------__. -- 3-COURSE <<0 ___---__-I. _.____-___--- DATE: --.--._.-------- BRICK -____..— --.. _.....--- ...__...---.._. ._. __. ._. -... .. ._ .-... .......... - _.. ___ __. _._. _.. - __.__ ._. ___ - -- _ --- Y 3, 20 --_--. __ _-._ _....----- ....-----. - _ _ __ .' __ - ---.-_-.._ __ ... _ __ --_ - -- ------ _ _.— _ _ - -_ MAY 04 -_- __._ BAND -- ----- - .----- - -... _ - -- - --- --- --- - - _ _--- -- ....----- ===_1_____,._­ _ . -_-_ .____ ' __--_:_-__._-- ----_-_._ --- - --- - -- - ._._.... .__ . - - --- -- ----- __.....-----------------_...- ------ --__-- __---....- -�--- _..._.. _7 --------------__ ---------------.--------__. -----_..--- ._1___._......__.-- .. - -.... - -- - - - --------._...... - - - - / _ - SEE I W2 __._._... --__.._ ------- ---....- - ._...... ----- ---- -- --- _ _ ---- -- __ --- - ._. .---------._.. - - •- -- ------.-_- ._._.___.._.-_.___ .. __ _ __ 7_- -_._..._._._. _ ... . .___. -_ - ._.._ --- ------ - --- SCALE _—._--._ - ---- - .-------.- --.-- -- -.-. __ . -- - -- _._,-:.- ---- -- -:--.-•-- -- - - ---- -----•----- -.. .---- --- ----------_--- _.....__ ❑ -.. _ . -- =,-"-------"--.---------,--------,--.------,-.-.--,-,*.-. _ _ — --_ _--- - — ; i RAWIN D C --. — - -- ::=----..-__=---:--....:--.._..-.. .._ .__.._...-----_-._....-_..-.___..------_.__----------------...- _-.-----------------..------_ __.._..---..._._----------- ------ -- .---_._._ .__.__._...---- ._.. - - ---- --._.. .. .. . / 1.50 _ .. . _ ......-___..----- _ --..__._.._.._.__.-_-._..___..._..___-___-_.---_____.. _.__....__._._.__.__..__..__....._._..----.------ _ 1 ------ __ ---._--=--- _._ ....--- ---.-- -- - ---- _.. -- -- - -- .. ---- -- - - -- -- - -...__.. _.. - -- _ . .__.__ --._._. - --- -_-_-_ --------------_ - — LEVATIO ! 1 ___----......---..__... ----- --- ---- ----- --- ----- - ----- ..__...... --....... --- - -- - - _ _ ___ -_-- ---- .- -- ----- ------- ----_. ...---- ---.---- - - - -- ...._..-- ..._...__..._.._..._._.._....__...--- ----------- ------......_._..-----_.....__...-... ...._.._.-.-- - ___-_......._.__._._._.__-----_. ..__.. __......___._------.------..__._----._......----------- -------....-----_.._._-____._.._..---__._.._..___.._..._..-----._.__........-----_-......._._._.__..__----____......_.-----___._- ___.. / BEYOND 5-COURSE --- ---------------- ---- --- ------ ----------- -- --- - -- - FG ----- ---- — -. 29 - I ---- - — --------------------------------- ----.,-------...----- --------- _._._--------------------------.-.__.----•---------------------------------._.._...,-----.----.....__._-..._......_._..------.._.---.--.--- ---- - ----- ------- ---------- ----- -- -------------- - --_ -------------- -- - — - ——_ -14 I CHECKED BY: _--__ BAND - -- --------------------------- ...._. - _-- -- _-_ ----------- -------._------- ---------------------------.._..-------_----._._._.._._.......-.----._...---------------_._..._--------------- - _ _--------.--�------------.- --.-....-------_-,.- .. _------------------.--.----.--------------._....----------.-..------.- .--------------.--- ---.---------- ..._...--------- ---... - - - - ----._..._...-- =___________=__­____- -- ---t EBjB - _------ ------ --- - - \ -----•------------•-------__..._-------------------___-.._-*__--___.__.-------------__- -- _____----__--------------------------- -------------.. -- -...--- ._.._._._..._..-- - _ - - _._..... ---..._..._.....__...- --- __..._._._... _..__...-- -- ----...----- --- ---- --- -------- ---- - _.- -- -___.,=__,__,_­.. - --w- -..._--- - _--- -.... -- _ - ----- .- -.--------------------- -...--- -------•--------------_.._-..__...__.....------•------ -------------------....--•-----...--• -._.._...-__---------------------._._...-----.._._.._-- •--,------- -----------_-•----- - - .-.------------ ----- . ... ---=_ _. --- -_._..__.__------ __._ -...--- __--_ __ _ - _ i —_ .-..--------- ----..--- - - --- - ----- .------.---------.-------_-------- ------.-- .------....-----------_..-------_---._._--.-_.__..------..__.._.__..._...-- --- ----.- ____. ..----. ---.._.--- --------._�. . --_ ----- ----- -- - _ - \ -- DESIGNED BY: ------ ---- - --_ ._ _ .. _ ... -- _ . . _. ... ._ _.._ — — -- --. - --- -...- - -- - ----- ---- - -----------...._..-----.-.----- - -- -- -- --.._. — - - - - - - - - - - - - -- -- - --.._._ - .... _ . . -_ .__.-..- - - - _ _ _ - -- - - _ _ _. . _ _ _ _ _ -- - ----- _--- _ - -- -- - - -- -- ----- -- - -- I FIN. FLOOR 000 EM .. ... . . ._. _._..- ..- - - - .. - ... . _ ...1. - . _ - \ DWG STATUS: TENDER (:D PARTIAL SO TH LEVATION 2 SOUTH ELEVATION PROJECT No.: 0210 DRAWING No.: REVISION AB The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be returned upon completion of the work. ISSUE or REVISION No. Description Date 1 ISSUED FOR TENDER tsar 4 3 zooa PREFINISHED SLOPING T /o 08L PLATE ttt25 , METAL ROOF PREFIN. METAL _.. CLADDING TYPE I ''_ - -=L =- t/o MASONRY 9800 5-COURSE BRICK BAND __ .. .._......... _...._.. .._. .. _.... . _.. .__......_..__.........___. ._._...________.....-._... .._..._._-.- RIDGE VENT PREFINISHED -- METAL CAP - _ . _ � � F'REFAL CAP FLASHING PREFINISHED SLOPING METAL ROOF .--_. _ ._ _.._ _ FL HIN AS G GUTTER PREFINISHED METAL FASCIA - ==-�_`_-_---"----••-- PREFINISHED METAL _ -- ----_.________----•---_..___ GAP FLASHING -` ' _• - - - ___.__._._.----.--•--.-._._ --- PREFIN. METAL CLADDING TYPE ! o PREFINISHED METAL --------.....- ---- --_ ----- -- - - CAP F A H N - - -- - --- _ _.__. ....-- .-._...__._._ _ ___.___..__.___-_. FADE OF ROOF __. UTALL BEYOND __.._ _.._.__----.--_..__ __...---_...____._.__.._._...._.._._.__....__.---.--------------.-------------------.__-_.__.---._-.___.___...____._._.____..__.---_--.__..__..-------.----. .._. ..._.. _.- _ .- __ .... ..... .... _ PREFINISHED SLOPING METAL ROOF .. -` � ���.�._.::=:�1::=�-- �-----.._- ----.-_____----- - ---_.._......-.._..--•--------•----.._...-__-__---- SEE DRAWING i A8 _.-_.___.----.-.-------_-._-- ___-.-._.._._ P FINI H ET_AL-. '--_._.._- ____- ___ _-_-------------------------._.-__._._.._.._ .___ w ..__.._._.__... ---•----_.-- ---------.____._.____._---_------- RE 5 ED METAL------��_"_ -_ ........_.._..._ --.. _....._.._._. .---- FOR THIS SECTION --...--- .... ---- _.. _.__.__.._._..-._ z w ----------__.___ ._--__--------..__..._---.___.-__•.__.______.__._..._ FLASHING_.. -- •-_-- ¢° SEE DRAWING 2/A8 - o z FOR THIS SECTION _ -- z --PREFINISHED _- ----=METAL SOFFIT---1------- == __....-.__.__-_----------- ----- ----------- -------.._. o ----- 3-COURSE � o BRICK _----- - `r I .--------------------- .._._-._.__._.._-------.-_.____._.__ ____-------------...__.-_ BAND ( _._...-•---=-- -_-_.--= . I ._-_•___---------•--- �� V..___.=.VESTIBULE___-_— :�.__ _____. .----------�.. � �..---- -- VENEER __----- __...._.._._....___--.-- -.. •-----�•--- -__.___._- _ 5-COURSE - - - __ --------- ------ _.__..- -.__----._._-_-._______ _.__-- •---_=- INTERIOR WALL:--------- BRICK •---------__..__--- -----....- ------ --...... - - - ..__._._...._........--------- ---- --.-° ._�BBQ GAS_:__��- _�-__- --------.__.----______...._.-------__ -__._-------- _--------._.__. BAND ___.-----..._---- _ ---..-._.-....-- - ------ ------—_ _._. __ ---_-----___-- _ _ 2 PARTIAL NORTH ELEVATION 1 PARTIAL NORTH ELEVATION 394 King Street East, Toronto,Ontario i I I MSA 1K9 REFINISHED 5LOPINCx ! Tek 416.3645710 METAL ROOF i t/o DBL PLATE 11125 1 i info@tbrownorch.aa PREFIN. METAL THOMAS BROWN CLADDING TYPE I ARCHITECTS INC. W4 PROFESSIONAL SEAL: t/o MASONRY 9800 -__..._....------.-_-- 5-COURSE BRICK BAND - DWG TITLE: VARIOUS ROOF 5 WALL ELEVATION A6 LINE of PROJECT: CRICKET ROOF - _: PREFIN15PED METAL _ _.... CAP FLASHING - COURTICE FIRE PREFINI5HED METAL STATION No. 04 CAP FLASHIN6 VENTILATION LOUVRES PREFINISHED METAL VENTILATION LOUVRES CAP FLASHING _. ® L5 ® L5 s A6 t ® L5 ® L5 3 VENTILATION LOUVRES VENTILATION LOUVRES A6 ® L5 PREFIN.METAL I®I L5 ® L5 ® L5 t 1 A A7 A7 PREF N.MET L �-CLADDING TAL CLADDING ITAL ' CLADDING PREFIi 115HED METAL •--CLADDING _= _- „_-_-^- TYPE 2 TYPE 2 2611 TRULL S ROAD TYPE 1 FLASHING TYPE 2 :-__.- ::: Y_ :. -:__,_- :--- =_::__.___ PREFINISHFDLASHING COURTICE, ONTARIO. t/o ST, DECK 3280 3280 t/o ST. DECK - — — - - - - - - — - - - - — - - DATE - - - - — — - - - - — — - - - - - - - — - - — - — — - : MAY 3, 2004 SCALE: 1:50 DRAWN BY: DHK, MPB 4 PARTIAL WEST ELEVATION 3 PARTIAL EAST ELEVATION CHECKED BY: DESIGNED BY: PEM DWG STATUS: TENDER PROJECT No.: 0210 DRAWING No.: REVISION A7 The Contractor shall verify all dimensions prior to commencement of the work. s 2407 All prints and specifications are the property of the Architect and must be returned upon completion of the work. 8 8 240 Al 240 ` 240 ISSUE or REVISION � No. Description Date LU ' \ \ 10 10 \ W WOOD TRUSS AS A8 WOOD TRUSS .� j ��. =o = j/ \\ FLAT ROOF =° ;% �\ FLAT ROOF ` 2%SLOPING i x INSULATOO1! Z�.SLOPING INSULATION UJOOD TRUSS ASSEMBLY /WOOD TRUSS i,- o , ASSEMBLY ' 7. �� - t/o DBL PLATE 3280 3280 t/o DBL PLATE - - 3280 t o DBL LATE 7F\,z\UM,-/ , , --—-- 1707 �'�' �' u/s STEEL 3200 __ -- 1117 u/s STEEL DECK 3200 1110 t/o CMU 3200 DECK .� STEEL LINTEL � F-E., D LINTEL - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — _ 555 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 715 715 955 555 _._ m -GYPSUM - - -- - -^- 115 BULKHEAD SUSPENDED -- _ -- :.- PENDED GYP5UI i�_WOOD I ON WOOD GYPSUM BOARD = GYPSUI'1 CEILING =- --� LING - 3 ; WALL MOUN ED 700 ON FACE AND u/s =._- LINTEL a z I t Z FRAMING I LIGHT z z BULKHEAD II _= -- z z .=__.= - =.._ _ W I I W KITCHEN I I I MILLWORK z U II RITORY W1 Z DINING & z SEE AI3 m MALE -� Z P LOUNGE N I I KITCHEN N N I LAV. m II & TRAINING II m W _.7 aj C6° it o II " _ _ N LO VANIT7 I � II II =- =-== �= N —=: _ VESTIBULE._: N N V N - ---_- --_ I I I ° _. — ESTIBULE a I COUNTER � 11 II CONCRETE SIDEWALK 26 - -' SIDE U U t/o SLAB 000 000 t/o SLAB— FI N GRADE FIN H RA ' - - -- ;i FROST SLAB 190 810 190 FROST SLAB 190 7 5 190 535 / FDN BEYOND E—W BUILDING SECTION PRENNISNED METAL GAP ARTIAL BLDG SECTION VEST. 26 PARTIAL BLDG SECTION VEST. 40 3 FLASHING cm STARTER STRIP 2 LAYERS OF 20 PLYWOOD 01 SCALE: 1:50 SCALE: 1:50 SCALE: 1:50 ICE AND WATER SHIELD WRAP PREFINISHED METAL GAP FLASHING OVER TOP OF WOOD PLATES 38x240 CONTINUOUS TOP PLATE uw STARTER STRIP ±400 ICE AND WATER SHIELD OVER FACE 240 ICE AND WATER SHIELD OVER TOP OF BMU TO SEAL JOINT OF WOOD PLATE 0 0 CONTINUOUS TRUSS PLATE TO MATCH +1 °cn 2-38x240 CONTINUOUS TOP PLATE Z 6 A9 A9 TRU55 MEMBER SIZE CONTINUOUS TRUSS PLATE TO MATCH WEEP VENTS AT 600 o/c MAX TRUSS MEMBER SIZE BMU VERTICAL METAL CLADDING TYPE 1 GABLE END TRU55 AIR SPACE i ICE AND WATER SHIELD SHOU,N SHEATHED UJOOD TRUSS 15.9 PLYWOOD SHEATHING I 15.9 PLYWOOD SHEATHING �.'•� TYPICAL SLOPING TYPICAL SLOPING WOOD TRUSSES w/PLYWOOD , 8 METAL ROOF ASSEMBLY WOOD TRUSSES METAL ROOF ASSEMBLY ( • ` 240 OPENING GUT IN WCOD FRAMING �� W a SHEATHING FOR OAP AROUND OPENING ROOF CAP w BMU ROOF CAP w METAL CLADDING = " _ - LOUVRE./ _� AT BRICK METAL FLASHING ; 1 ` AT BRICK END BEYOND I �l ,�.�. SCALE: 1:10 SCALE: 1:10 OVERLAP MIN.50mm AND I t/o DBL PLATE 5480 SEAL COMPLETELY --- - - - ---- _ _ 240 $ ,.!'/' \` 2015 2015 t/o CMU 5400 \ 355 METAL ICEIL CEILING 75 150 75 305 . . . THICKER WALL LOCATION C"I�. 4640 t/o TRUSS PLATE SOFFIT MODIFIED TO SUIT BOLTED TO CMU 10 10 i , �\ .•\. i .\ WOOD TRUSS A8 WOOD TRUSS \�, '/ \\ ;o =o - i' ��. i 4210 OVERHEAD DOOR MASONRY OPENING �� WOOD TRU55 BENT PLATE HEAD AND JAMB 4180 OVERHEAO DOOR CLEAR OPENING BETWEEN JAMB PLATES m \405 CA 6f'AMS \ 2% SLOPING 29.SLOPING '� o o i'; \ I ,, 460 0 INSULATION INSULATION �^ ����� »: )��� ������.ilk^ �� i�� )'� >�"*7,� ; ry X I �, GRINC SMOOTH ALL WELDS N STEEL EDAM I V.B.AND G.B. V.B.AND G.B. 3200 r SUSPENDEC m W PRIME AND PAINT ALL STEEL u/s TRUSS u/s TRU55 GYPSUM CEILING ° Z - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - - - - — — — — — > v 555 --570 PREFINISHED METAL SOFFIT 555 555 700 z z SUSPENDED FROM WOOD TRUSS o 140 STEEL LINTEL ON WOOD FRAMING A5 REQUIRED WOOD WOOD =- - -- gr GYPSUM BOARD =•-=__ ON FACE AND u/s a o LINTEL z LINTEL Z II ! BULKHEAD II z 1.5 hr " o _- I•I— STEEL POST BEYOND � ' '"• • I I CAPTAIN'S .! � � FRR. r o y 29 W 1 z � W '''� ��. ��� ROOM II °' z � PPARATU o O TRUE NORTH CONSTRUCTION NORTH z FEM. z FEM. FEM. FEM. o o W1 z /,/ //i ,� /r o W /� /: BULLN05E JAMB GMU OFFICE CORRIDOR SWR a LAV. DORM 1 DORM 2 So 3s0 i : 25 iI II VEST. N F/G F/G FIG F/G BAYS FIG F/G F/G F/G q -SEE ELEVATION - 12 11 1S 14 16 17 _`__._ - _.= 26 W o 30 0 CN _--I DWG Al --� o __ __--- _--- I I ' ° ° N 3941Qng Street East - N ° ° II N ° o TorontaIOniado -t� N I I I N MSA 1 K9 Tek 416.3645710 ----- ---- 000 U FWC 416.364A662 FINISHED --_-- --- I H GRADE FINISHED GRADE I�brownarch ce THOMAS BROWN ARCHITECTS INC. PROFESSIONAL SEAL: 5 E—W BUILDING SECTION 4 N—S BUILDING SECTION SCALE: 1:50 90 emu VERTICAL METAL CLADDING TYPE 2 SCALE: 1:50 AIR SPACE ICE AND WATER SHIELD _ 15.9 PLYWOOD SHEATHING 15.9 PLYWOOD SHEATHING WOOD TRUSSES WOOD TRUSSES 460 i 90 BMU THRU-WALL MEMBRANE AIR SPACE WRAP ROOF MEMBRANE UP FACE OF WEEP VENTS AT 600 o/c MAX SHEATHING BELOW ICE AND WATER I 40 RIGID INSUL TYPE I I 20 ° SHIELD MIN. 100mm 290 C.M.U. WRAP ROOF MEMBRANE ON CMU BELOW ° RIDGE VENT THRU-WALL MEMBRANE PRERK METAL FLASHING I 50 75PACE DWG TITLE: 38x140 AND 38x190 WOOD BLOCKING ' 38x140 AND 38x190 WOOD BLOCKING �� �� AIR yOGY INSUL TYPE 1 I BUILDING SECTIONS 1 COURSES 90 CMU 1 g �CANT STRIP 90x90 CANT STRIP % •\ 410 r4� `> I TYPICAL FLAT ROOF (��J \ TYPICAL FLAT =o �- ` WOOD TRUSS _° PLAN — STEPPING C.J. ASSEMBLY ROOF ASSEMBLY - - 1 PROJECT: X SCALE: 1:20 STEEL DECK STEEL DECK --- - C O U RT I C E FIRE STEEL ANGLE STEEL ANGLE 355 METAL ICEILIINa VAPOUR BARRIER D 410 STATION No. 04 \\ 9 ROOF WALL BASE w BMU Q ROOF WALL BASE w METAL CLADDING DETAIL BEYOND 8c COMMUNITY MEGHAANG AL OPENINGS\\ \ SCALE: 1:10 SCALE: 1:10 WITHIN CMU WALL WOOD TRU55 ROOF TOP J.� M ,� 9 MECHANICAL UNIT WOOD TRU55 POLICING CENTRE 15F�R) A"'`f A8 l� y9, SLOPING INSULATION i 32so t/o MASONRY -- v.5.AND G.B. V.B.AND G.B. ° — 2611 TRUCE'S ROAD �/5 TRU55 - urs TRU55 Go t/o MASONRY 32ao COURTICE, ONTARIO 555 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _.-tx - - GYPSUM 555 DATE: — — BULKHEAD 90 MAY 3, 2004 ON WOOD STEEL I !I -- i SCALE: LINTEL z z i 11 ! FRAMING I STEEL o "STEEL 11'r F.R.R. _, I �, LINTEL Z u n I ;;; ! Ira tr FRR. LINTEL � W DETECTIVE W I:%' II DINING & �, PARTITION ` KITCHEN = UTILITY Z DRAWN BY: SGT RECEPTION RECEPTION OFFICE �. I °a KITCHEN _ DHK M o W 1 50 44 42 0 12 ;'; 1 I 22 m 2s APPARATUS O (� ° 0 N ° U N I;I II li 0 MILLWORK BAYS 31 SHOP N SEE A13 30 32 0 w2 ° —r GYPSUM CHECKED BY: — ` PEM N N coLMN N I /I SuR�ouND I t0 PRE SLOPED DESIGNED BY: A11 TRENCH DRAIN PEM H DWG STATUS: _ JS�� - - - � TENDER KEEPING PAD SEE DWG A14 PROJECT No.: 0210 6 E—W BUILDING SECTION DRAWING No.: REVISION SCALE: 1:50 q8 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be TYPICAL ROOF CURB ASSEMBLY returned upon completion of the work. PREFINISHED METAL CAP FLASHING 300 TYPICAL SLOPING METAL ROOF ASSEMBLY PREFINISHED METAL CAP ICE AND WATER SHIELD SLOPING METAL PREFINISHED METAL ROOF BMU EDGE ON PIER FLASHING BEYOND ISSUE OT REVISION 2 LAYERS 20mm PLY TOP PLATE ROOF ASSEMBLY ICE AND WATER SHIELD BEYOND PREFINISHED METAL COUNTER 40 x 140 WOOD BLOCKING / APPLY TO ENTIRE ROOF 1 MIN.15 AIR GAP FLASHING BEYOND No. Description Date ROOF SHEATHING ON r 15.9 PLYWOOD SHEATHING BETWEEN INSUL.AND WOOD TRUSS WOOD TRUSSES u/s SHEATHING — — — — — 1. ISSUED FOR TENDER 2004 BLOCKING WEEP VENTS AT 600 o/c MAX 40x190 o TUCK PREFINISHED FLASHING BETWEEN TRUSSES z 'T , UNDER ROOF EDGE MIN.15mm °° SHEATH ENTIRE GABLE END TRUSS PREFINISHED METAL GUTTERS MIN,300 MIN.300 AND DOWNSPOUTS w TOP OF DBL PLATE +3280mm BATT INSUL. TOP OF DBL PLATE +3280mm ° BATT INSUL. — — — — PREFINISHED METAL FLASHING v '- w ICE AND IUA L F SHIELD 45 15 692 �¢ 15 Q GYPSUM BOARD AND ON 2Ox140 FASCIA BOARD LO M, GYPSUM BOARD AND VAPOUR BARRIER TO °' W r, VAPOUR BARRIER TO AIR BARRIER d w U/s WOOD TRUSSES PREFINISHED METAL CLADDING <o u/s WOOD TRUSSES 15.9 PLYWOOD SHEATHING L WOOD FRAMING o CL PREFINISHED METAL FLASHING c/w 555 320 "r DRIP 320 PREFINISHED VENTED METAL SOFFIT m r- OVERLAP AND SEAL AIR BARRIER o 0 SHEET TO THROUGHWALL MEMBRANE OVERLAP AND SEAL AIR BARRIER 3 COURSES SHEET TO THROUGHWALL MEMBRANE 3 COURSES BRICK BAND WOOD LINTEL BRICK BAND WOOD LINTEL SEE DET.3/A5 I WINDOW SHIMS AND SEE DET.3/A5 WINDOW SHIMS AND THROUGHWALL MEMBRANE CAULKING THROUGHWALL MEMBRANE CAULKING WEEP VENTS AT 600 o/c MAX _ WEEP VENTS AT 600 o/c MAX _ STEEL LINTEL HEAD AND JAMB STEEL LINTEL HEAD AND JAMB n GYPSUM BOARD FINISH GYPSUM BOARD FINISH � o TYPICAL ROOF CURB ASSEMBLY 400I W3 ^ d W1 PREFINISHED METAL CAP FLASHING �- � RIDGE VENT RIDGE VENT g o v o ICE AND WATER SHIELD " °o 00 z °. v; BEYOND 2 LAYERS 20mm FLY TOP PLATE Q °J W c° 40 x 285 WOOD BLOCKING z oo ,1, z ROOF SHEATHING ON EXTRUDED ALUM.SILL o0 165 w , `� w i I WOOD TRU55 `V � 0o TYPICAL ? z I o y RLAM WINDOW SILL y TYPICAL _ WEEP VENTS AT 600 o/c MAX SEE DET.3/AI5 — AS 1 s--SLOPING METAL +, i o 0 400 I ; ROOF ASSEMBLY I ° (SIMILAR) EXTRUDED U 1 — 165 LO TYPICAL ROOF CURB ASSEMBLY I • `� I ! CIRCULAR$011-DER COURSE BMU `4 `N I, I AROUND OPENING � o ' i 90 BMU COURSES 5 90 BMU I 5 COURSES P.LAM WINDOW SILL AIR SPACE BRICK BAND = N AIR SPACE BRICK BAND SEE DET.3/Ai5 WEEP VENTS AT 600 o/c MAX 1000 CIRCULAR OPENING IN I I I I I I AIR BARRIER SEE DET.3/A5 m AIR BARRIER SEE DET.3/A5 SHEATHING BEHIND LOUVRE I I BMU EDGE ON PIER BEYOND PREFINISHED METAL CAP PLYWOOD SHEATHING o o PLYWOOD SHEATHING Q LOCATION - ALL EDGES OF FLASHING BEYOND o n "—' SHEATHING TO HAVE SOLID WOOD ° i I I 38x140 WOOD STUDS 38x140 WOOD STUDS = MIN 15 AIR GAP BETWEEN INSUL. g o i FRAMING i I PREFINISHED 140 BATT INSULATION °0 140 GATT INSULATION m� 3 i i I AND u/s SHEATHING VAPOUR BARRIER VAPOUR BARRIER 0111111 I o METAL COUNTER 4Ox240 BLOCKING BETWEEN 12.1 GYPSUM BOARD 12.1 GYPSUM BOARD o I TRUSSES FLASHING BEYOND ANCHOR BOLTS ANCHOR BOLTS �, _ _ _ _ _ _ 320 320 °o CIRCULAR ALUMINUM LOUVRE o i RIGID IN5UL.UP AND ON TOP PLATE o OVERLAP AND SEAL AIR BARRIER SILL GASKET BELOW OVERLAP AND SEAL AIR BARRIER SILL GASKET BELOW MIN.300 c/w BUG SCREEN °o I MIN.300 z SHEET TO THROUGHWALL MEMBRANE WOOD SILL PLATE SHEET TO THROUGHWALL MEMBRANE WOOD SILL PLATE I TUCK PREFINISHED FLASHING UNDER tHROUGHWALL MEMBRANE GONG.SLAB-ON-GRADE tHROUGHWALL MEMBRANE I CONG.SLAB-ON-GRADE BATT INSUL, BATT INSUL. ' SHEATHING ON GABLE END TRUSS .. i ROOF EDGE MIN,15mm E r I ), /���1/` \ WEEP VENTS AT 600 o/c MAX WEEP VENTS AT 600 o/c MAX ^� I /\ �` \ /` /` PREFINISHED METAL GUTTERS AND �� 20 'n. 20 •a. �. ) �' \ � \ � \ % n. _ \ MIN.300 DOWNSPOUTS SOLID TOP COURSE I SOLID TOP COURSE 4%' <r i U O GU GO O OU BATT INSUL. ,. .. °o G°°° °°o / °°c d. PREFINISHED METAL FLASHING , I PARSE FACE OF FDN WALL TO A `".',, / 0� G°°0 o p o o PARSE FACE OF FDN WALL TO A \,,, o nc°0° LU ° CQ' o ° ° ICE AND WATER 5HIELD ¢ - - ---- - --- /;..• ; MIN.OF 150mm BELOW GRADE �--�-^. � MIN.OF 150mm BELOW GRADE Q ON 2Ox140 FASCIA BOARD o > \ \\ \� •. \ ;•.'. V.B.u/s TRUSSES V.B.u/s TRUSSES PREFINISHED METAL CLADDING y , V.B.u/s TRUSSES G.M.U.FOUNDATION `, '2 ` ,/ 50x600 PERIMETER C. I•U.FOUNDATION , '2� , 50x600 PERIMETER 15.9 PLYWOOD SHEATHING > ' TYPE 2 INSULATION ' \;. TYPE 2 INSULATION \ , "�' WOOD FRAMING 3 5 ?. '`y'f' PREFINISHED METAL T a � 410 a' CEILING ON ON LIGHT STEEL PREFINI5HED METAL PREFINISHED VENTED METAL SOFFIT PREFINI5HED METAL JAMB EXTEN510N5 y� X pCEEILING ON LIGHT STEEL �:. pCEEILIN��G ON LIGHT STEEL a, EITHER SIDE OF DOOR PREAFIN�HED METAL 460 PREFINISHED METAL X AND MID VERTICAL L-TRIM EDGE AROUND L-TRIM EDGE AROUND PLATE FOR DOOR MOUNT PERIMETER WALL5 �`\. PERIMETER WALLS 2 TYPICAL WOOD FRAMED END WALL + WINDOW W3 TYPICAL WOOD FRAMED WALL w WINDOW W1 n / 7. N A9 SCALE: 1:20 SCALE: 1:20 L THROUGHWALL MEMBRANE O/H DOOR TRACK WEEP VENTS AT 600 o/c MAX ` 300 TYPICAL PREFINISHED METAL GAP BMU EDGE ON PIER TYPICAL ROOF CURB ASSEMBLY SLOPING METAL BEYOND FLASHING BEYOND 344 King Street East. 9 STEEL BEAM AND BENT ROOF ASSEMBLY PREFINISHED METAL COUNTER TororIOntario A15 STEEL PLATE CEN.LINE OF STEEL WEEP VENTS AT 600 o/c MAX MIN. E AIR GAP FLASHING BEYOND POSTS AND BEAM BETWEEN INSUL.AND Tee 16 u/5 SHEATHING — — — — Tel•4163645710 I I 40x190 BLOCKING Fax 416.364A662 TUCK PREFINISHED FLASHING BETWEEN TRUSSES °z infoOtbrownarch.co UNDER ROOF EDGE MIN.15mm ° �\ 5HEATH ENTIRE GABLE END TRUSS PREFINISHED METAL GUTTERS m THOlVIAS BROWN AND DO0.N5POUT5 MIN,300 ARCHITECTS INC. A15 X TOP OF DBL PLATE +3280mm / \ r MIN.300 TOP OF DBL PLATE +3280mm o a f o BATT INSUL. — — — — BATT INSUL. — — — — PROFESSIONAL SEAL: PREFINISHED METAL FLASHING v I °J � r ICE AND WATER SHIELD 45 15 L ON 20x140 FASCIA BOARD I GYPSUM BOARD AND in GYPSUM BOARD AND r- VAPOUR BARRIER TO VAPOUR BARRIER TO PREFINISHED METAL CLADDING co u/5 WOOD TRUSSES BENT STEEL JAMB PLATE WELDED J ° TO STEEL POST BEYOND = u/s WOOD TRUSSES 15.9 PLYWOOD SHEATHING = z ° \ z \ z 360 � WOOD FRAMING � U_ o o o Uo PREFINI5HED METAL FLASHING c/w 555 SECTIONAL OVERHEAD DOOR o o o °o DRIP o D � ' � PREFINISHED VENTED METAL SOFFIT C> \ ° ° THROUGHWALL MEMBRANE o DWG TITLE: I'j In 3 COURSES / n 3 COURSES /` " 3 COURSES 3 COURSES STEEL LINTEL o I I I a BRICK BAND BRICK BAND BRICK BAND BRICK BAND 0 50 STEEL LINTEL SEE DET.3/A5 / SEE DET.3/A5 /`\ SEE DET.3/A5 1 SEE DET.3/A5 WINDOW SHIMS AND WALL S ECTI0 N S CAULKING I , N WEEP VENTS At��o/�MAX � � WEEP VENTS AT 600 o/c MAX AND DETAILS STEEL LINTEL _ _- STEEL PLATE LINTEL = HEAD AND JAMB o 5ULLN05E JAMB BLOCK J GYPSUM BOARD FINISH STEEL DOOR AND FRAME No.33 W _ 0- PROJECT: -- ~ z z � 0 3oz COURTICE FIRE 90 BMU 410 90 BMU 460 J � � _- 0 J AIR 5PAGE AIR 5PAGE - 40 RIGID INSUL.TYPE I 40 RIGID INSUL,TYPE I f z C, Z STATION N o. 04 240 CMU 290 CMU �` 4 `^ --- o EXTRUDED & COMMUNITY 10 i o o ALUM.SILL _ 250 -- N POLICING CENTRE 5 COURSES 5 COURSES it�- 5 COUR5E5 PLAN WINDOW SILL BRICK BAND BRICK BAND BRICK BAND SEE DET.4/AI5 SEE DET.3/A5 SEE DET.3/A5 BRICK BAND BEYOND SEE DET.3/A5 2611 TRULL S ROAD SEE TERMINATION DETAILS 3/A5 COURTICE, ONTARIO _ 9m BMU TNROUGHWALL MEMBRANE 10 AIRSPACE o 0 40 RIGID INSUL.TYPE I Co o DATE: WEEP VENTS AT 600 o/c MAX _ 190 CMU o o MAY 3, 2004 ASPHALT PAVING CEN,LINE OF STEEL POSTS ASPHALT PAVING 3S2 FRAMING AR 360 50 SCALE: 50 1500 3 5 50 1500 SOLID TOP COURSE 1:20 u/n THROUGHWALL MEMBRANE THROUGHWALL MEMBRANE C) REINFORCED CONCRETE APRON GONG.SLAB-ON-GRADE °o REINFORCED CONCRETE APRON GONG.SLAB-ON-GRADE CONC.SLAB-ON-GRADE METAL THRESHOLD GONG.SLAB-ON-GRADE DRAWN BY: REFER TO STIR DRAWINGS REFER TO 5TR'L DRAWINGS WEEP VENTS AT 600 o/c MAX WEEP VENTS AT 600 o/c MAX DHK '*4 n — — — — 0 20 ° P 20 a ° a ° ° ° a ° . a a SOLID TOP COURSE a s p o `o 0 0°o o SOLID TOP COURSE •o 0 0 o a o 0 , a SOLID TOP COURSE n n. CHECKED BY- 4. pEM d a ° ° ° ° / - a . 000°oo 00 000000000 M �iw I 0°°00 o ° o 0 °0 0 0 0 00°0 0 0 0 0°°o o°° °0 0 0 0 ° o 0 0 0 ° o o°°00 0°°o°°o°° PARSE FACE OF FDN WALL TO A �� �� o 0 0 00 0 00 0 0 0 0° o PARSE FACE OF FDN WALL TO A �� �� 0°°o�°0 0°o o°Q° PARSE FACE OF FDN WALL t0 A �� o° ° 00 ° 00 00 0 00 00 0 o UG G G 0 ° 00 ° 0 00 00 ° 0 00 )0-0"00-0"00-0 0 0 l / ? r' r / 9 / 00°o o°° o °o °o °°o °°o°°o°°°o°°o o°°o o°°o°°o o °°°o° °°°o°°0 0°°o°°o o°°o ?o°°o o° o 0 0 °° °°o°°o o°o o°0°0°o 0°0° 0°°00°°0 0°0 00 000 oo a o°o°0 MIN.OF 150mm BELOW GRAD£ \� ° o0 0000 MIN.of 150mm BELOW GRADE /��/��/� MIN of 150mm BELOW GRADE J� ,� DESIGNED BY: °00 0000o0°o 000000o0oo00o0a0 '000°0000 co 00 And o\, °� oe \o\ °°o°° 00 o0a°c0000o000°000000000 °000°000 \` \\/\\`\e \` \\ \\ yJ\\ \ C \ �. �� \�/`\ �\ �\ �\\�\/\\ pEM 'J 00 O0 °U0 °° UO °00 ° 00 OO U0 °DUO U00 \/\/\/\, \ 10 OOp 00 U00 °00 00 °OU °00 °00°U0 °O ° //// // / / i/ `/\/\/ \/ �/ / /' �/ /\/' 0 0 UOU O00°Op UOp UOp�000U00�600000°00000000 / / / // / / 0 00 °Up 00 00 °p0 °O0 00 0C °00 °00 00 U00 00 00 °0U °O0 00 00 O 00 00 /\/\\/\\�\\/\\ '> U0�U0 000 p0000 Ci.. 0000°00p 00°0 °OO o 1;_ o _o o, o° o o ° o ,o 0 0 o o _ o �o 0 o o_ Q o o � \ C.M.U.FOUNDATION 40 \' C.M.U.FOUNDATION 3 50x600 PERIMETER CMIJ.FOUNDATION 50x600 PERIMETER C ti 1770`�//�, \ %\f> \ Q �/\ Cf''\' �� / 3 DWG STATUS: \ \/ ; TYPE 2 INSULATION TYPE 2 INSULATION ?5 PEONSERIMETER 50x600 PERIMETER \ / 50x600 PERIMETER C.M.U.FOUNDATION \ \ /\�\/ C.M.U.FOUNDATION \ //�//\ \\\� TYPE 1 INSULATION /// TYPE 1 INSULATION \ /i /i• /'• \' \/ PROJECT No.: 0210 SECTION THROUGH 0 H DOORS 6 SECTION THROUGH PIER BETWEEN 0 H DOORS 5 TYPICAL 'TALL' CMU WALL 4 CMU END WALL w DOOR 33 3 TYPICAL 'SHORT' CMU WALL DRAWING No.: REVISION A9 SCALE: 1:20 A9 SCALE: 1:20 A9 SCALE: 1:20 A9 SCALE: 1:20 A9 SCALE: 1:20 A9 The Contractor shall verify all dimensions prior to commencement of the work. 2 2 `,/ All prints and specifications are the y A10 996 A10 51 114" BENT STEEL NOOK WELDED TO PLATE i + 50x190x6 STEEL PLATE property of the Architect and must be X - returned upon completion of the work. m ISSUE or REVISION II 0 GALVANIZED SAFETY CHAIN c/w NOOK 4 EYE CONTINUOUS ALUM.SILL I I L LL s� No. Description Date _�_ LATCH SECURED TO WALL 4 RAIL FRAMING LINE OF PROJECTING BRICK COURSE Op / LINE OF WALL 1 ISSUED FOR TENDER MAY 4 3. X, COMPLETELY BELOW ALUM SILL $rD X ROOF FRAMING 5/11 PITCH 6l x: 61 ` CAULK MITRE ICE AND IUATER SHIELD OF JOINT �` �`• �` 51 Ib 10 ALUM 12 �< \ NOM 20XI60XI60 WINDOW - !APPLY TO ENTIRE ROOF) / PREFIN MET TRIM 1 E • E • 159 PLYWOOD SHEATHING CAULK ✓/ CJ 38x140 WOOD RAFTERS h, J 38x140 CEILING JOISTS k' \ ` , NOM 38X140 WD 200=BATT INSULATION �' O 6 mil.POLY VAPOUR BARRIER y BLOCKING 12.1 GYPSUM BD.CEILING STEEL LADDER/BEYOND) N.S.S.COLUMN .�CAULK \ � T/0 DOUBLE PLATE 11125 CAULK f X! ALUM LINE OF G.M.U. LAG BOLT STEEL PLATE TO CONCRETE BLOCK WALL IN 6 I PREFORMED METAL WINDOW a WELD PLATE TO STEEL STEEL CHANNEL RAILING BEYOND GUTTERS ON PREFINISHED BEARING PLATE 4 ANCHOR(SEE I) WALL BELOW OPPOSING POSITION TO RAILING HOOK. 8 410 STRUGTURAU CHANNEL- GRIND I SMOOTH ALL WELDS WOOD TRIM METAL FASCIA 111 102 SI CtypJ n AuLK PAINTED U/S OF STEEL LINTEL 10575 AND HOIST BEAM I PRENNISHED METAL S- STEEL PLATE AND HOOK TO BE PRIMED AND PAINTED TO — IDING \ 360 MATCH STEEL RAILING. a55 `\ I AND SOFFIT if 11 2 SAFETY CHAIN ANCHOR PLATE DETAIL 1%1"/40-RINGEACNEND GALVANIZED. GHAI TO GALVANIZED I T HSS RIM BEAM$SUPPORTED 200mm FLCURESCEN AT THE CORNERS BY HSS W4 CEILING MOUNTED LIGFIT POSTS•!SEE 5TR'L DIGS) 410 SCALE: N.T.S. MORE THAN A 50mm SAG AT CENTRE, ❑ FlxTURE ALUMINUM u>fNDOW >.\` ,•\ 'x I I I I HOSE TOWER — PLAN AT CORNER ALUMINUM SILL 410 & CAULK SOLID FILLED 410 a> SULNOSE BLOCK WINDOW SILL 9800 SCALE: 1:10 �� STEEL LADDER X �` .n FEATURE BRICK BAND SAFETY GAGE(PAINT) . l o r m STEEL HOSE 9 S >I �` �( y;" PEGS X- n BEYOND!SEE 410 VENTS 9 600 oic max. X X >\ �' ��. �. f�, > I 4" / 8 HOSE TOWER — DETAIL OF CHAIN GUARD C — — _ SEE DETAIL 101AI4 ° 410 SCALE: 1:10 PREFIN.METAL ROOF NOSE STORAGE ICE 4 WATER SHIELD / i >; �: SHOWER WALL MOUNTED LIGHT , (APPLY TO ENTIRE ROOF) �, HEAD g FIXTURE a 2800 AFF. r Y � 15mm PLYWOOD ON 2300 AFF. � ° i >. �'. 38XI40 WOOD RAFTERS / •r. THROUGH WALL MEMBRANES � % I ' / i y T/O STEEL GRATING 8400 1600 N.T.S. 56 300 438 300 56 PROVIDE STEEL LINTEL/ `'\ X, o (SEE STRUCTURAL)LOUVRE AND 1 ,SI 1 ALUMINUM � 14ANNICAAL FAN STEEL CHANNEL FRAMING AND �? , I 1 ` (SEE MECH.DWGS AND FLOOR GRATING(SIM.9)410) PREFIN.MET. A 1 0 ) A10 LOUVER SCHEDULE) 40 O.D,GALV•CLOSED-END STEEL PIPES 0 —� I GUTTER 200 BAIT ! 390 ❑ I I `" I I ° 38X140 WD y` 2750 P t,2 ;x' s 300 o/c max.WELDED TO CHANNEL - "' � NEA INSULATION a X RAILING,c/w WELDED END GAPS 1 1 W j:\ - " HOSE CRICE O MATCH x. -- G200x50 GALV,STEEL CHANNEL c/w -- 15.9mm PLYWOOD �\ % J 1 ;\ ADJACENT ROOF LL 200x6 GALV.STEEL PLATE WELDED PREFIN.MET.FLASHING FORMING BOX RAILING ICE AND WATER SHIELD I I `'h' k� TOWER ° HOSE ON 20x140 FASCIA BOARD ' ' iy` r'. Z W ° I ) � ! THROUGH WALL MEMBRANE TOWER ?r y PREFIN MET.CLADDING 19X90 WD �' � 29 %,v '� WEEPERS a 600 o1c max. X 4 )e PLYWOOD SHEATHING WD BLOCKING ` TRIM \X\1 y: ?(� ,if\ y 29 40 x 40 GALV.STEEL PICKETS s 100 I CAULK OF O/c Max.WELDED TO CHANNELS AT � WOOD FRAMING y TOP 4 BOTTOM T. 455 '�}-CAULK S BEAM > ' ) >/ \?; T FLASHING h. 17 'Y• STEP FL SDNG TO SUIT > GALV.STEEL GRATING TO BE TYPE _� x' PREFIN VENTED PREFIN METAL ! 12.1 DRYWALL ON \>� >. ° \� SLOPE OF CRICKET ° ,>� WB',WITH 38 x 32 BEARING BAR METAL SOFFIT FLASHING CAULK-`/ I VAPOUR BARRIER ON pD SEE DET.10/Alm Y I I I I w ALUM WINDOW 38',4140 CEILING JOISTS LADDER � \ z X 36 38 x 36 GALV,STEEL ANGLES WELDED 0 TO STEEL CHANNELS I TYP,CMU.WALL ASSEMBLY \} EXTRUDED ALUM.SILL �\ CAULK / WEEPERS+600 olC max.�nnnnnn r-T-1 17-1 SOLID-FILLED \ i X BULLN05E \r ! BLOCK COURSE >� \ / ' / ! .X 7• i \ \` ' �' �� y i ! 394 King Street East, GALV.STEEL CHANNELS ANCHORED \ I MSS 1K9��� TO BLOCK WALLS - SEE 5TR'L DWGS WOOD TRUSS BEARING -°ilk•• 0 Tek 4163645710� Fax 416.364.4662 s HOSE TOWER — SECTION THROUGH WINDOW AND SOFFIT (SEE STRUCTURAL) — s HOSE TOWER — SECTION THRU FLOOR @ HANGING PEGS 1 3 HOSE TOWER — GROUND LEVEL PLAN ° A A$o '"f° "°""'°°�'�' 410 SCALE: 1:10 A 0 SCALE. 1.10 A10 X STEEL CHANNEL AND g THOMAS BROWN SCALE: 1:20 PLATE HANDRAIL SIMILAR r 9 TO UPPER RAILING(SEE ARCHITECTS INC. 9/A10-PEGS OMITTED) PROFESSIONAL SEAL: GUTTER I I N CONT.GALV.STEEL ROOF OF APPARATUS I STEEL BEARING PLATES CONT,GALV.STEEL �! FOR FLOOR BELOW(SEE ANGLE BELOW GRATING A10 ANGLE BELOW GRATING BAY BELOW I STRUCTURAL) (SEE STRUCTURAL) . (SEE STRUCTURAL) FACE OF APPARATUS I BAY WALL BELOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o I 15x15x6x100wSTEEL lily ANGLE ANCHORED TO I - I ` _ WALL s 1800 O/c max. I ��l F r - 3400 T/0 STEEL GRATING - ---�•-- ----_ - -- ---- ---- _-. _ . ..------ - -_ - �t F �' _ _ $ I I DWG TITLE: _ i i i .---a-- - --- - ---- ------ — - - - ----- - --' --- - - - t L U S DECK I -t. 3200 1 _--._. __.. .-_-. I --. -1100mm FLOURESGENT WALL - - ` - _. - ____ -- _ �._ y. STEEL CHANNEL FRAMWs AND _ _ __. -- _-- -- -__-- HOSE TOWER _. - - - --MOUNTED LIGHT FIXTURE s -- - v FLOOR GRATING(51M.9/410) - -Z - - v -r- .3 0 ABOVE GRATING - - - AND DPT,&ILS METAL . a-------=•--,----__.._...._-..�_---r----;--•-'.-^ --+--=�-- } -- - 215 _ - -- - -=r--- --__ THRE - - - -- - - - -� - --- - _-- _ _ _ _ AND LOUVRE PROJECT: �_ _� -`_ _ - - - - ^_ - H -- - - -- - ABOVE 15 OD.STEEL RUNGS a --�-•-- '-___`--�_-GALVANIZED :._.._.;. __�. ._.__..�- _; --��--- _rt.....-._-__.+__GALVANIZED - _-- -�---- �---~. ---t-- - - --'t- -r --- - - `- I - - TOWER- -- � . 300 olc WELDED � -----..�_�___� -STEEL GRATING:_----------: .-=--� %-._?-- __.- ---- ---- - - -� `� ��_�_-------�_--�-----�_.._ / , __ T-- m - . ._-_ __.._...... ---._r_ _ - -- ' - - - -- - - - ��STE --- - - - - - - - -- - - - BETWEEN I _ - _._ COURTICE FIRE RAILS 1 I - t - --- - - - - -- - -- - - EL GRATINGT A 10 _. _._ _. - - - - 1 .. x._..__..__... r._ ..T_._. _._.. a_.. - - 1 A _ _L t I — 1 29 0 A A 0 0 � I : .--- . _ � .__. -_.,__ .�......---;----r----�---=-i-_ � _ ---7---..- ----- -- -•--- ---- -_..��_--:j--_ _- ___ .- -- -._ :L_._":,.�= - N55 AND STEEL 7 h o __ _ __ STATION No. d4 -. _._.� _ - .. �._...__......_-:.I.. _ PLATE LINrEL ___ ..__.__..__ ___._ .—..___.. .----.__...._ T__._._ .__ .--_.,•. —:_°- _----�...-_' -- _!... _._ _---- _ __ STEEL SAFETY CAGE _._. r :-.- -- (SEE SrR'L DWCs5) (SEE DETAIL 10(410) 40 O.D.P.S.S.RAILS - ---. , ..__.:-. .-.------ ,--._.1.__.1-- - -----=.---;.___.___ .._.F._..._..;_...._ ___..i...__.,.__..__�_._..._ ..._.--- _ _.__ STEEL BEARING --;.--._.. _.__._.., _..... _._._..__....... _._..__....._... - .._:._.._ I ___, - _ --- - ---- --L - --- - - .---..N._..- - r ....°.: ::. PLATES FOR WELD TO BAR BRACKETS �._._._: _.,..-- '.......�..._ :_..........'..- _.._ .__._........_.. _.,. --I_ .._. .__._`..--:'--...__. �.._ .._......._:_.._ __,._..._ -- -- - - --I--- - 40x40 GALVANIZED -I -j•- ----.... 4 ___,.._.._---�----°_._._L._. .____!--..._-.._�_ I - -�- i___:!_.._�_ =C... ._._-- STEEL LADDER __.,._ - 40x 40 GALVANIZED FLOOR BELOW ...__ _. 1_..__;__._-.-*---- _----'___._ .._._�_.._ PICKETS BELOW RAILING-- �----- - -*----... _.._j._.._._.;_-._.....-.___.,__...__._..--_. (SEE DETAIL 10)A10J w 62 x 4 VERTICAL - _. - - -- �... +... - ;_...-: -.._. + -._ - -.,--..._ __ l - _.._..... _ -- : ::._:':-:-.::':.. :`._:-..' _. .__... --- --± --�-- - PICKETS BELOW RAILING -- - -.._ ,-- ! W 1 - ;- -:—'-- — - _ - --- -------_._._._ I -...._._.-....I---r ..... := ."_._..::;:: - .......__,-._..... SEE _--- -- -..,_..... s 100 max,o/c(t 1 -- - --..�-- - - -- STEEL BARS 5PAGED yl?' - J-- - --- - -- - ---- -- - - -- -` - - a 200 max. o%(typJ - ---r�-- -, - - STRUCTURAL) EQUALLY - -r - - _ - - --1 I -, -= - - - - - - --- -=t;-- -- - --- --- -- ,_ FRAMING (SEE m 1 _ _ __ FRAMING(5EE �+ 62 x 4 HORIZONTIAL ( s 203x51 STEEL CHANNEL I DWG.9/410) L-_ `� DWCs.9/AIOJ M 2611 TRULL S ROAD STEEL SECURED TO - SECURED t0 MEN'S COURTICE ONTARIO. o%max.R B h00 �' I GALVANIZED _ STRUCTURAL 203x51 P.S.S. - STRUCTURAL ' 1O0w xlOt STEEL T-BAR 3 1 200 I / I G)UU HOOK4EYE GALVANIZED C/W HOOKIIEYE BRACKETS ANCHORED TO LATCH GALV, LATCH GALV, n S H 0 �R' `� DATE: WALL ' 1800 o/c max, STEEL HOIST I I 1652 51 996 I SAFETY CHAIN 1103 51 996 SAFETY CHAIN rj MAY 3, 2004 BEAM I L SCALE: ABOVE(SEE I a - - - - I B, CONCRETE SLAB 390 2150 AS NOTED STRUCTURAL) I STEEL LADDER - J STEEL BAR I 136 5 236 = 1180 236 51 4 SAFETY GAGE STEEL CONSTRUCTION muo< tS. BY: 1800 J I m Aim LADDER 4 JOINT DRAWN ' PEM/MPB I I SAFErY � CAGE(SEE DWG 10/AIOJ COLO CONCRETE SLAB 2m0 b50 CHECKED BY: .� SLOPE SLAB TO DRAIN — T 0 CONCREM SLAB 0000 I I � l .. ,. DESIGNED BY: PEM GGNCRETE SLAB ON GRADE DWG STATUS: i I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ -BOOR DRAIN FILLED SOLID BL=COURSES TENDER 203x51 STEEL GUTTER (SEE MECH'L DWGS) CHANNEL OD.GALVANIZED I FOUNDATION WALL PROJECT No.: GALVANIZED STEEL PIPES WITH END ROOF OF APPARATUS PREFIN.METAL GAP (SEE STRUCTURAL) 0210 CAPS WELDED TO BAY BELOW I FLASHING PREFIN.METAL FLASHING 10 HOSE TOWER — SECTION THROUGH SAFETY CAGE 5 HOSE TOWER — GP�ANZED@RAINLIANGING PEG RACK FACE OF APPARATUS I 4 HOSE TOWER — INTERMEDIATE LEVEL PLAN 1 HOSE TOWER — SECTION BAY WALL BELOW SCALE: 1:25 410 SCALE: 1:10 410 410 DRAWING No.: REVISION SCALE: 1:20 SCALE: 1:20 410 A10 i - GRIND 5EIL TO ALL WELDS M The Contractor Shall verify all dimensions 1150 ALL STEEL r0 BE SHOP-PAINTED. o ° prior to commencement of the work. 50 1050 CAULK EACH BASE PLATE TO FLOOR j " 30 d1a.STEEL HANGING ROD All Tints and specifications nt of r 50 SLAB JOINT '' / __ - --- / o o P are the o BELOW property of the Architect and must be returned upon completion of the work. N % ` I N 6mm BENT STEEL ROD WELDED / " TO FACE OF BACK SHELF RAIL N Ln LA All 1 324 ISSUE or REVISION No. Description Date 0 4Ox4Ox4 H.S S. P 110 S E PLAN LAYOUT M.T.SJ o "-' SHELF RAILS w 355 ±150 / j 35 / HSS SUPPORT BRACKETS,SHELF RAILS I ® AND STEEL HANGING ROD / J I I 4Ox4Ox4 N.S.S.SUPPORT FRAME. LAG — — — — co BOLTED TO CONCRETE BLOCK WALL 0 / r N N LO LO Ln oo QUAL SPACES 304 _ .__ II n " 4mm END CAPS 0mm DIA.PIPE(GALVANIZED) �/ 245 310 125 ° o - II rtypa I '/ BOOT TRAYS m 4 REQUIRED THIS SIDE A SHELF PLAN N (PLASTIC T ROD NOOKS 0 320 4 HAW31FRS ° 40 100 40 100 40 Ln ( I I Q o 4Ox4Ox4 14.5.5. //, I v m SHELF RAILS 0 LAG BOLT THROUGH MOUNTING / PLATE INTO CONCRETE BLOCK _ __ _ _ _ CO j` – SUPPORT BRAC T Ln 1150 7 ;/ o 30 dia.STEEL HANGING ROD SPANNING BETWEEN SUPPORT 6x125x125mm BASE PL.BOLTED / �' Q / / I - _ _ 4 �d ° BRACKETS AND WELDED EACH END Ln /; N T N y'••; N TO FLOOR/typ.EACH LEG) � � � � � � c/w POLY GASKET ,' �% `1 j � H _ ' i i w j 4Ox4Ox4 H.S.S.SUPPORT u� BRACKET a IL z -4 _ _ _ PLASTIC HANG 20 `. 300 -4 (L u j'" - - 0 40 REQUIRED =_ .___ - 6mm BENT STEEL ROD WELDED Ln TO FACE OF BACK SHELF RAIL ``' SEE ALSO DETAIL BELOW SHELF RA HOSE STORAGE RACK / I - 10 , I — _ - A11 SCALE: 1:20 i – – ! I a =- — � ® _.._. _ --_ _ - j w - o -- -= I I I HEAVY DUTY PLASTIC HANGER cn II 1 II " co NOTE: I � o � I — SEE STRUCTURAL DRAWINGS FOR CONCRETE AND REINFORCING M N $SOL x5OW x4 STEEL INFORMATION PRE-SLOPED TRENCH DRAIN GRATE AS SPECIFIED i I I, o - -- II I MOUNTING PLATE SLOPE s 21. SLOPE e 29. ( ° N o BENT ROD i n < 1 B % o �� 44 REQUIRED I I I 0 j A11 - i B SHELF SECTION j� MOVABLE BOOT TRAYS - - - p / ° c / DOOR f I I FLOOR STOP .� /" A 81 200 200 / N SHELF RAILS 4 GEAR RM. 33 EQUIPMENT RACK ELEVATION 3 40 280 GEAR RM. 33 EQUIPMENT RACK SECTION A11 SCALE: 1:10 A11 SCALE: 1:10 11 TRENCH DRAIN DETAIL M M --•--�.. ,_ Al 1 SCALE: 1:10 20mm PLY WORK BENCH TOP AND COUNTERBACK o I c3 T uj o (� \n I � tip II N ~ (x� /� \ l 38 X 89 FRAMING Cr - .__ o Yo Ln I I 40x4Ox4 HS5 SUPPORT BRACKET o 0 N 38 8 1285 8 1285 38 38 v, `� `� Y°o - _ 580x50x4 394 Ong Street East, 216 I MOUNTING PLATE Toronto onterlo x IIA5A 11% w Tel:416.3645710 0 20mm FIR PLY WOOD G.I.S. � - J I ° FIXED SHELF WITH J NOTES= 50LID WOOD NOSING I=416.a"AN2 3mm THICK STEEL 1n , " N A 777 77 I - --- -_ = N LO THOMAS BROWN GRIND ALL WELDS SMOOTH ' T r' _ o o ARCHITECTS INC. PRIME AND PAINT PRIOR TO v <" +� ,n 0 INSTALLATION 38 X 64 FRAMING I' _ _ o PROFESSIONAL SEAL: 0 o � - C SUPPORT BRACKET DETAIL GALVANIZED METAL SHOE g +I o F OF WALL CAULK -- = Lo II � II w o o - _ LEG BELOW AT CROSS MEMBER ltyp.I 5 SHOP RM. 32 — WORK BENCH ELEVATION 40x40x4 INTERMEDIATE GROSS , AAAA000uwkw� pp,,A qq DWG TITLE: UUUUUUUU�/UU C- OF ENCL05URE d BED ANCHOR All I - =' Y SCALE: 1:10 i � o 'I o � a MEMBER EQUALLY SPADED " - N II " § 6 , ���V M ETAL N 635 I :._.:_ ....__ _ :_ 3l a FABRICATIONS 19 �^ II � -� 160 --_ _- --__ -_. o � � �������������� PROJECT: ° 14 GAUGE STAMPED METAL DIAMOND �0,�UyUU/UU 16 GAUGE STAINLESS 6.STEEL MOUNTED ON 19mm PLY `' - - _- -- - I ' DECKING, TACK WELDED TO 40x4Ox4 H \V/UW� 200 200 6mm RAD,BEND IN 5.5.AT CORNER 38 20mm FIR PLYWOOD COUNTER a SPLASHBA - _ FRAME MITRED AT CORNERS �} 800 f CLAD IN 16 GAUGE GALv.SHEET METAL o � ���� C 0 U RTI C E FIRE SEE l/All I I w LEG BELOW UNDER MITRE - --_ ,�,� 220 STATION No. 04 COUNTER REFER TO KITCHEN MILLWORK DETAILING AI3. — N 38 x 89 ` v 14 GAUGE STAMPED METAL 300 & COMMUNITY " -�*° ° "DIAMOND" DECKING WRAP 5.5.CONTINOUSLY ON ALL EXPOSED SURFACES. o - - '- ENSURE THAT 5.5.DOES NOT IMPEDE DOORS/DRAWERS OPERATION. 25 � o -_- _ � � o 0 38x89 FRAMING POLICING CENTRE DIMEN514N5 ARE FOR PLYWOOD COUNTER BEFORE S.S.APPLIEp. EACH SIDE OF LEG � "' � 40x4Ox4 H55 RAILS,END � �' INTERMEDIATE CROSS MEMBERS AND 38 x 89 ANCHORED LEGS c/w 4mm CAPS 0 TO WALL 38 x 89 2611 TRUCE'S ROAD 12 BED ANCHOR EGS - 0 s S.S. KITCHEN COUNTER TOP 20mm FIR PLY G.I.S.FIXED SHELF WITH 9 x 20 - 40 220 COURTICE, ONTARIO A11 SCALE: 1:10 A11 SCALE: 1:5 SOLID WOOD NOSING BETWEEN LEGS 2 GEAR RM. 33 PLAN LAYOUT OF EQUIPMENT RACKS At 1 SCALE: 1:20 DATE' MAY 3 2004 GEAR RACK FABRICATION NOTES : — 38x64 ' 160 D BOOT TRAY DETAILS SCALE' AS NOTED 19 5. .ON 20mm S.S.ON 20mm COUNTER 38 x 64 FRAMING DRAWN BY: MP6 - SHOP ASSEMBLE SUPPORT BRACKET UNITS. COUNTER - LOCATE ON SITE AND LAG BOLT TO CONCRETE BLOCK WALL. a WRAP 5.5.UNDER 16 GAUGE STEEL GALVANIZED MOUNTED ON 19mm 42 42 CHECKED BY: - LOCATE AND 517E WELD SHELF RAILS TO LENGTHS INDICATED AND TO SUPPORT FRAMES. NOSING AS SHOWN 38 x 64 ANCHORED 6mm RAD.BEND IN STEEL AT CORNER PEM - LOCATE PER PLAN LAYOUT AND SITE WELD BENT ROD HOOKS AS DETAILED. %20mm 50LID TO WALL / 38 - SITE CUT TO LENGTH STEEL HANGING ROD AND WELD IN PLACE BETWEEN // TURN METAL UNDER N05E OF COUNTER 38x89 WOOD LEG 7 20mm BIRCH I BIRCH EDGE 75rm1 NIGH GALVANIZED MET \` DESIGNED BY: P SUPPORT FRAMES AS DETAILED. PLYWOOD 20mm DRAWER FACE SHOE FOR EACH LEG 6, EM GABLE END CAULK TO SEAL JOINT e - GRIND ALL WELDS SMOOTH,ALL STEEL TO BE SHOP PRIMED, OR CUPBOARD DOOR REFER TO 5 1All FOR WORK BENCH COUNTER DETAILS. DWG STATUS: SHOP ASSEMBLE BOOT TRAY AS DETAILED AT FLOOR.SEE ALSO 7/All - DO NOT FIX TO FLOOR B END GABLE NOSING A FRONT NOSING WRAP STEEL CONTINOUSLY ON ALL EXPOSED SURFACES. 25 11 ga.GALV.METAL i \I `t � TENDER DIMENSIONS ARE FOR PLYWOOD COUNTER BEFORE STEEL APPLIED. 60 60 PROJECT No.: �ul 0210 9 S.S. KITCHEN COUNTER TOP NOSING DETAILS s SHOP RM. 32 — WORK BENCH SECTION 7 GALVANIZED STEEL WORK BENCH TOP AND SHOES 1 GEAR RM. 33 A11 SCALE: 1:5 A11 SCALE: 1:1 o A11 EQUIPMENT RACK DETAILING DRAWING No.. REVISION SCALE. 1:5 Al t SCALE: 1:2 All The Contractor shall verify all dimensions 16 16 prior to commencement of the work. 20 BIRCH PLY WITH 10 BIRCH PLY WITH 20 BIRCH PLY WITH Al2 20 BIRCH PLY WITH 20 BIRCH PLY WITH Al2 20 BIRCH PLY WITH 20 BIRCH PLY WITH 10 BIRCH PLY WITH 20 BIRCH PLY WITH 20 BIRCH PLY WITH All prints and specifications are the FACE OF GYPSUM BOARD SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING SOLID EDGING property of the Architect and must be SOLID EDGING returned upon completion of the work. 10 BIRCH PLY WITH Al2 13 40 x 90mm WOOD ISSUE or REVISION FRAMING / � i / \ Al2 Al2 � �\ Al2 I ! \ ' No. Description Date 12.1mm GYPSUM BOARD 10 20mm BIRCH PLY 20x80 PINE LOUVRE DOORS 20 x 80 PINE LOUVRE DOORS 20 x 80 20x80 PINE LOUVRE DOORS 20 x 80 PINE LOUVRE DOORS 20 x 80 PINE LOUVRE DOORS 20 x 80 9 x 20mm SOLID EDGING 4W.) PINE TRIM PINE TRIM PINE TRIM PINE TRIM PINE TRIM PINE TRIM PINE TRIM CAULKING I 11 PANELLING — DETAIL @ WALL ; Al2 SCALE: 1:5 2 LOCKERS I I 4 LOCKERS 2 LOCKERS 2 LOCKERS I I 4 LOCKERS 4 LOCKERS Z LOCKERS 381 x 533 \ ! 381 x 533 \ 381 x 533 381 x 533 \ ! 381 x 533 \ ! I 361 x 533 \ I I ! 381 x $33 FACE OF GYPSUM BOARD 12 14 12 14 40 x 90mm WOOD FRAMING Al2 Al2 Al2 Al2 I 40 x 40mm WOOD BLOCKING LOCKER 20x90 20 x 90 20x90 20 x 90 20 x 90 20 x 90 20 x 90 12.1mm GYPSUM BOARD PINE BASE j PINE BASE \ PINE BASE PINE BASE I j PINE BASE \ j PINE BASE I / PINE BASE c/w D•400 METAL TRIM ' 20 x 80mm PINE 10 W 10 3 CAPTAIN'S RM. 25 BED & LOCKER ENCLOSURES — ELEVATION 1 DORMITORY 19 BED & LOCKER ENCLOSURES — EAST WALL ELEVATION WEST IDENTICAL A62 Al2 `t CAULKING Al2 SCALE: 1:20 Al2 SCALE: 1:20 12 TRIM DETAIL © WALL 12.1mm GYPSUM BOARD LAMINATED TO MASONRY 12.1mm GYPSUM BOARD LAMINATE O MASONRY. 12.1mm GYPSUM BOARD LAMINATED TO MASONRY PAINT WHERE EXPOSED INSIDE BED ENCLOSURES PAINT WHERE EXPOSED INSIDE B D ENCLOSURES PAINT WHERE EXPOSED INSIDE BED ENCLOSURES Al2 SCALE: 1:5 20x90 20 x 90 20 x 90 20 x 90 20 x 90 PINE BASE PINE BASE PINE BASE i PINE BASE PINE BASE I� I BED ANCHOR BED ANCHOR I I BED ANCHOR o° i BED ANCHOR I BED ANCHOR (SEE DWG.Alf) I o g ISEE DWG.All) I (SEE DWG.All) I (SEE DWG.AIII o (SEE DWG.All) I 2 LOCKERS I I I 4 LOCKERS I ! 2 LOCKERS ! I 2 LOCKERS 4 LOCKERS I 4 LOCKERS I ^ I I 2 LOCKERS 12.1mm GYPSUM BOARD ` I , I I i —6 --$-- 4-- 40 x90mm WOOD , i r , r. ; ! I r- 20 x 80mm FRAMING FOR I ` I I "-DOOR I I I DOOR I( I I I I I I I ` -DOOR ` DOOR PINE TRIM BED ENCLOSURE 12 �1 STOP \ STOP 14 L 12 STOP �y 14 I STOP I SOP 40 x 90mm WOOD 12 J FRAMING FOR / A 2 Al2 Al2 1• �, PANELLING ABOVE LOCKERS t 0 80 10 762 10 762 762 10 762 10 80 0 80 1 o 762 10 80 762 762 762 762 to So I I 1 I 80 10 I 80 10 10 80 I 80 10 I 10 so I 80 ,0 10 so ,o \ 942 1230 852 852 1230 942 942 1230 852 852 6t5 61� 852 852 1230 942 Pr 6 12.1mm GYPSUM BOARD r L__ _ i _ 20mm BIRCH PLY %j� -l'J' SOLID EDGING(typ.) I _ _�_�� NOMINAL I5 x 20mm h 6 7 20 x 80mm PINE TRIM - BED Al2 Al2 I BED - j BED - BED BED N.I.C. Al2 Al2 I PINE LOUVRE DOOR 13 PANELLING — DOOR JAMB ABOVE LOCKERS 4 CAPTAIN'S RM. 25 BED & LOCKER ENCLOSURES — PLAN 2 DORMITORY 19 BED & LOCKER ENCLOSURES — PLAN EAS AND WEST IDENTICAL At2 SCALE: 1:5 Al2 SCALE: 1:20 Al2 SCALE: 1:20 FIX 40x90 WOOD FRAMING TO U/S FIX 40 x 90 WOOD FRAMING TO U/S 2.1mm GYPSUM BOARD CEILING SECURED GYPSUM BOARD CEILING SECURED FIX 40 x 90 WD FRAMING TO U/S GYPSUM BOARD 40 x90mm WOOD 20 BIRCH PLY WITH I 10 BIRCH PLY TO WOOD TRUSSES ABOVE. TO WOOD TRUSSES ABOVE. GYPSUM BOARD CEILING SECURED FRAMING FOR SOLID EDGING WITH SOLID EDGING TO WOOD TRUSSES ABOVE. 20 x 80mm BED ENCLOSURE 11 15 11 DOOR LOUVRES 10 x 90mm STIFFENER FINE TRIM--I � 40 X 90mm FIXED TO TOP,MID Al2 Al2 Al2 WOOD FRAMING +BOTTOM RAILS FOR FINISHED END 100 100 OF LOCKER FACE OF GYPSUM BOARD IN RM.O15 FACE OF GYPSUM BOARD IN RM.'25 ENCLOSURE A.C.T.CEILING 113 A.C.T.CEILING 113 A.G.T.CEILING MASONRY TO GYPSUM BOARD IN RM.'19 MASONRY TO GYPSUM BOARD IN RM 919 1 -- LOCKER 20 mm BIRCH PLY WITH 2Omm BIRCH PLY WITH 115 400 fly 20x80 394 King Street East, SOLID EDGING ON 12.1mm FRAMING FOR BED SOLID WOOD EDGING ON 12.1mm 20mm BIRCH PLY WITH 610 Toronto,Onterio GYP.BOARD ON WOOD FRAMING GYP.BOARD ON WOOD FRAMING 40 x SO=WOOD FRAMING SOLID WOOD EDGING ON 12.1mm (FINISHED DOOR WIDTH) IASA 1K9 10� PINE TRIM �x 90mm ENCLOSURE BEYOND Tel:416.3645710 WOOD FRAMING GYP,BOARD ON WOOD FRAMING Tel: 416.364.4662 12.1mm GYPSUM BOARD �•- 13 c/w D-400 METAL TRIM 1 SIMILAR 20 x 80mm PINE TRIM I 0 PINE LOUVRE DOOR r r Al2 20x90 STIFFENER IVES 20 BIRCH PLY Info@tlnownarrh.c�o WITH SOLID � � [CATCH ARCHITECTS INC 14 JAMB DETAIL AT DOOR & LOCKERS EDGING 555 WWOODFRAMING 20 X 80 PINE TRIM PROFESSIONAL SEAL: Al2 4 LOCKERS SCALE: 1:5 381 x 533 I � 13 SIMILAR r t 3 SIMILAR _ Al2 ( Al2 12.1mm GYPSUM BOARD 40 x 90mm WOOD 12 15 CEILING 4 SIDES. FRAMING FOR PANELLING Al2 Al2 ` PAINT FINISH. 11.10m GYP.80A LOCKER 20x90 J PINE BASE ` ` I I i LU DWG TITLE: •' i z 100 (CAPTAIN'S RM.'25) O a ARCH L WOODWORK 20mm BIRCH PLY 20X80 PINE 8 I � � 12.1mm GYP.BD 10 X 9°`G OF RAI TO DORMITORY DETAILS Al2 ( END ELEVATION ) SUIT FIXING of LoG R5 40 x 90mm WOOD IL To 20 x 20mm SOLID EDGING ltyp.) NOM 15 X 20 SOLID TRIM 20mm BIRCH PLY `SUIT FIXING OF LOG ERS (ABOVE LOCKERS) (THROUGH LOCKERS) 9 FEMALE DORM. RM. 16 17 MIRRORED LOCKER ENCLOSURE ELEVATION 13 100(DORMITORY RM.*IS) °19) PROJECT: Al2 SCALE: 1:20 F E OF GYPSU BOARD ' t5 PANELLING — JOINT @ OUSIDE CORNER oN .FRAME LL / COURTICE FIRE A SCALE: 1:5 , GYPSUM BOARD Lu LAMINATED TO CM U. W STATION N o. 0 4 4 LOCKERS j % a s p� 8 S 40 x 90mm WOOD 40 x 90mm WOOD r , LOCKS LOCKET N p & COMMUNITY FRAMING FOR \ 401Wx53 1830H Z I ( 125 mm $.5. PULL FRAMING FOR I I ' ( LOCKE33dx1830H 0 w BED ENG O ABOVE S ABOVE LOCKERS 11 15 >n - z - CENTRE° AT POLICING CENTRE p � 1000 A.FF. J / Al2 10 0 10 1524 10 o Al2 � 1714 fl PINE STIFFENER 35�6 mUVRE DOOR 2611 TRULL'S ROAD (0. 11.5mm GYPSUM BOARD COURTICE, ONTARIO 20mm BIRCH PLY 20mm BIRCH PLY 8 DATE: x 20mm SOLID EDGING lOypJ Al2 MAY 3, 2004 EDGING ltyp> NOMINAL 15 X 20 MM 1s PANELLING — TYPICAL JOINT 10 FEMALE DORM. RM. 16 17 MIRRORED LOCKER ENCLOSURE PLAN L, S��' AS NOTED A SCALE: 1:5 Al2 SCALE: 1:20 20 X 90 WOOD RAIL TO DRAWN BY: SUIT FIXING LOCKERS 40 x 90mm WOOD RAIL To PPC SUIT FIXING OF LOC RS CHECKED BY: pEM RMITORY MILLWORK NOTES TYP.BED ANCHOR SEE DWG,All DESIGNED BY: pEM • DOORS TO BE 40x610x2165mm SELECT CLEAR PINE LOUVRED DOOR WITH FIXED OPEN LOUVRES AT 45°, WITH 19x90 PINE STIFFENER FIXED TO BACK OF EACH PANEL. 4mm • DOOR STOPS (ONE PER PAIR), DOOR PULLS (ONE EACH), PIANO HINGES AND IVES CATCHES (ONE EACH) SUPPLIED UNDER HARDWARE ALLOWANCE. 20mm PLYWOOD • PIANO HINGES TO BE FULL HEIGHT OF EACH LOUVERED DOOR c/w SCREWS IN ALL HOLES, 70mm PLYWOOD DWG STATUS: 20 x 90mm TENDER • ALL WOOD TRIM TO BE 20x80mm SOLID SELECT CLEAR PINE. WOOD BASE TO BE 20Y90mm SOLID SELECT CLEAR PINE. 20 x 90mm 20 x 90mm DOOR PINE BASE PINE BASE PINE BASE STOP � • ALL PLYWOOD PANELS TO BE 20mm BIRCH PLY WITH SOLID EDGING AS INDICATED. s • ALL PLYWOOD PANELS, DOORS AND TRIM TO RECEIVE CLEAR MATTE URETHANE FINISH. a PROJECT No.: • 20 X 90 mm WOOD BASE TO INTERIOR OF BED ENCLOSURES. OZ O • PAINT ALL GYPSUM BOARD WALLS & CEILINGS EXPOSED INSIDE BED ENCLOSERS. m • PAINT BED STEEL ANCHORS PRIOR TO INSTALLATION. s DORM. 16 &17 TYPICAL LOCKER SECTION SECTION @ LOCKERS DORM. 19 & CAPTAIN'S 25 s BED ENCLOSURE — TYPICAL SECTION 5 LOUVRE DOOR — TYPICAL ELEVATION DRAWING No.: REVISION CONTRACTOR TO ENSURE THAT ROUGH STUD FRAMING LAYOUT CONFORMS EXACTLY TO THE DIMENSIONS SHOWN. NO VARIATIONS WILL BE ACCEPTED. Al2 Al2 SCALE: 1:10 Al2 SCALE: 1:10 Al2 SCALE: 1.10 Al2 SCALE: 1:10 The Contractor shall verify all dimensions prior to commencement of the work. 20 WOOD CLEATS FIT VANITY COUNTER NEATLY TO WALLS 4 CAULK 5mm JOINT All prints and specifications are the FIT VANITY COUNTER NEATLY TO FIT VANITY COUNTER NEATLY TO WALLS property of the Architect and must be P.LAM ON PLY ELFx20mm BIRCH WALLS 4 CAULK 5mm JOINT s 4 CAULK 5mm JOINT �, '" returned upon completion Of the work. 400 15 15X4050LID --- ----- --------- --- -------------- ----- - —BIRCH EDGING I \ _ \ j–�- � FO, ISSUE or REVISION ,�E ow , �� MILLWORK GENERAL NOTES. p No. Description Dote - 5 350 c/c 5 1. ISSUED FOR TENDER MAY 3, 40 I I I (J ' '� ALL CU51NET, GABLES, SHELVES, zoo4 /� g ! ! I ! 5 445 445 5 I I BIRCH PLYWOOD R/u1R�L.EARO BE 20mm EQ. EQ, EQ. EQ. - / 5 s 0 I = URETHANE: FINISH, -� L--- - ---- - ------ --- -- -I-- -- --- ------- ------- - J 1040 COUNTER LENGTH 1350 COUNTER LENGTH 90 1'190 COUNTER LENGTH FOUR$i. DOUBLE CLOTHES 0 HOOKS ON 20x190mm CLEAR 20mm BIRCH PLY ON O g g •.\ 20 X 90 WOOD RAILS 10 1685 10 P.LAM COUNTER TOP AND P.LAM COUNTER TOP AND P.LAM COUNTER TOP AND CEDAR BOARD �g ALL CABINET BAGKINC�S TO BE 6mm PLOW BACKSPLASH,SEE DETAIL 10/AI3 PIAN BACKSPLASH,SEE DETAIL 10/,413 PLAN BACKSPLASH.SEE DETAIL 10/,413 Q END GABLES 2x20mm BI CH _--_---___ BIRCH PLYWOOD c/w CLEAR MATTE PLY FIXED TO 20 X90 u 5.5.DOUBLE URETHANE FINISH. WOOD RAILS MALE UIV. RM. X20 - SHOWER BENCH PLAN ELEVATION ELEVATION ELEVATION I _ CLOTHES HOOKS ON 1 —15 WALL-MOUNTED LIGHT U, - 20x190mm CLEAR I DRAWER SIDES m BOTTOMS TO BE 12.1 B X 40 SOLID FIXTURE - SEE I/AI3 AND 5 g WALL-MOUNTED LIGHT FIXTURE - SEE I/AI3 WIDTH OF WALL FULL J mm WHITE MELAMINE. BIRCH EDGING 685 10 5 ELECTR.DRAWINGS 5 5 WALL-MOUNTED LIGHT FIXTURE SEE VAI3 g PROVIDE SOLID WOOD ALL EXPOSED PLYUIOOD EDGES TO as SHELF IN LOCKER ROOM No.54 BLOCKING IN STUD PARTITIONS BE EDGED IN SOLID BIRCH, A13 SCALE: 1:10 TO SUIT FASTENINGS FOR WOOD FIT LIGHT FIXTURE UN P.LAM ON ALL EXPOSED FACES OF 20xZ00mm PLYWOOD BENCHES ! BOARD NEATLY FIT LIGHT FIXTURE—/ FIT LIGHT FIXTURE--// IXTURE FULL WIDTH OF MOUNTING WALL a/w 5mm GAP BOTH ENDS ! BETWEEN WALLS 4 BOARD NEATLY BOARD NEATLY ALL 4 EDCxES OF ADJUSTABLE AND CAULK ! CAULK 5mm JOINT .�� BETWEEN WALLS E /j BETWEEN WALLS d SHELVES TO BE EDGED WITH SOLID 20 x 90mm 38x89 CLEAR CEDAR BENCH - �\ CAULK 5mm JOINT CAULK 5mm JOINT WOOD CLEATS 2x10mm BIRCH CEDAR BENCH 1 \ z PROVIDE GYPSUM WALL ANCHORS IN STUD PARTITIONS TO BIRCH, COUNTERSINK AND PLUG SCREW SECURE BOARD, LOCATE BEHIND LIGHT FIXTURE, 415 PLY SHELF 125 HOLES FIXED TO WALL s WALL MIRROR �, WALL MIRROR 15 15 x 40 SOLID I WALL MIRROR 1350w x 995h I190w x S%h �� SUPPLY AND INSTALL HARDWARE A5 1040w x 995h 1. FOLLOWS: BIRCH EDGING 4� S� `• ` � /� FLUORESCENT LIGHT FIXTURE c/w PLASTIC LENS ll 89 it 89 II 89 II 89 �\G�¢ ` 5 1040 5 1350 905 5 1190 5 - CONGEALED SELF-CLOSING HINGES Oa — ON, ; - 15mm STAINLE55 STEEL 'D' TYPE `y \` I DA�RDRARIUERS ON HEAVY DUTY 40 260 115 'r -- O 'a I. _ TELESCOPING ROLLING METAL SLIDES, 30 DIA CHROME ` `V — `v `" ' ' - RECESSED METAL ADJUSTABLE HANGING ROD WITH 2 CLOTHES HOOKS ELEVATION & SECTION 1 TYPICAL WALL MOUNTED LIGHT FIXTURE PILASTER STRIPS CHROME FLANGES END. PROVIDE S.S.BUSHINGS ETWEEN 0 - I LL CEDAR BENCH AT ALL FEMALE LAV• RM. #18 — `" r IT —I 7 r A13 SCALE: N.T.S. A13 SCALE: 1:5 20mm BIRCH PLY ON I FASTENINGS TO WALL SHOWER BENCH PLAN 10 X 90 WOOD RAILS ? f1 f i ; V I o 4040 vl' MID- AND END GABLES i 0 1x20mm BIRCH PLY FIXED 0 LI TO 20 X 90 WOOD RAILS I SECTION 15 X 40 SOLID BASE BASE BASE BIRCH EDGING i �b COAT ROD AND SHELF SECTION 6 SHOWER BENCH DETAILS 5 VANITY —RM. 45 4 VANITY —FEMALE LAY. RM. 14 3 VANITY — MALE LAY. RM. 20 GYPSUM BULKHEAD ENCLOSE RANGE HOOD DUCT IN 20mm A13 SCALE: 1:10 A13 SCALE: 1:10 AI3 A13 AI3 20 BIRCH PLY INSIDE UPPER CABINET SCALE: 1:20 SCALE: 1:20 SCALE: 1:20 6mm PLYWOOD BACKING ON I9x89 I FIXED rI D WD.RAILS - �= =-- .-_" == = _ SHELF ; SHELF ABLE •� ADJUS 1190 SHELF - -- - END 4 ABLES EACH I EQUAL "' EQUAL EQUAL LOCKS I LOCKS RANGE HOOD TO u/s FLUORESCENT LIGHT AND VALANCE UPPER CABINETS LOCKS �; LOCKS _ _ 98 _ STAINLESS STEEL COUNTER At t TOP AND BACK SPLASH 310 A.C.T.CEILING 310 A.C.T.CEILING 310 A.G.T,CEILING A.G.T.CEILING DRAWER \ DRAUIER DRAWER 12.1mm GYPSUM BULKHEAD 12.1mm GYPSUM BULKHEAD , 12.1mm GYPSUM BULKHEAD ON 38x89 WD FRAMING, ON 38x89 WD FRAMING. I ON 38x89 WD FRAMING. _ __- _ _ POWER AND (- GAS OUTLET �. ADJUSTABLE ? FOR STOVE 20mm DOOR 20mm DOOR ADJUSTABLE �SWELF(TYP.) IL_ _ __ LOCATE Dg _ __ _ _ �. _ — - — 3941Q Street Toront%Ontario 11 - ADJUSTABLE A JU$TA5LF/' IASAiK9 SS. "D" PULL A13 _ — _— __- 5HELF(TYP I S ELF lTYRf ) Teh 416.364.5710 I 6mm PLYWOOD BACKING ON — 6mm PLYWOOD 19 X 89 WD.RAILS N T WALL MOUNTED FLUORESCENT LIGHT s PANTRY PLAN DETAIL rn�47fio6tbrownarc ca i BACKING 0 330 w 330 19 X 89 WD.RAILS 340 20mm DOOR = L { FIXTURE.SEE DETAIL 1/AI3 AI3 SCALE: 1:10 ELEVATION 'B' THOMAS BROWN 20mm DOOR \3 - — ARCHITECTS INC. 25 285 ; 10 Q Z5 285 20 ZOmm ADJUSTABLE t W PROFESSIONAL SEAL: SHELF > N 20mm DOOR 400 al Q 25 285 20 METAL PILASTER STRIPS - --S.S. "D" PULL Ln LOCK • GYPSUM BULKHEAD - 5.5. "D" PULL 20mm GABLES 11 LOCK EACH END BACKING ON - - - A13 MICROWAVE N.LG• 6mm PLYWOOD 19 X 89 WD.RAILS I DWG TITLE: 20mm PLYWOOD VALANCE BACKING ON e c/w SOLID EDGING 2 410 19x89 WD. - 1 I DJUSTABLE 3 RAILS "' I HEL'F lTYP.1 � ' :: ._ _.- I 20mm GABLES = _-- -_ - -- __ .:;;- . -. -- -(T _-w. _-- = I r I PANTRY ARCH WOODWORK L I I I I I SEE DETAIL 9/A3 FLOURESGENT LIGHT EACH END 4 1 r l 20mm MICROWAVE I KITCHEN DETAILS 125 FIXTURE ... CERAMIC WALL TILES G SHELF CENTRE 5.5. "D" PULL MIRROR(SEE VANITY I E 140 0 ELEVATIONS) 8 I I I I I MICROWAVE N.I.G. 0 CAULK JOINT PROJECT: S.S.ON 20mm COUNTER 4 445 LOCK _ — — — — — _ -* o ELEC. Q C — — — — = C C — — — — — BACKSPLASH 9A CAULK 5mm GAP o OUTLET _ COURTICE FIRE 635 gA CERAMIC WALL TILES A� 0 LOCK AT WALL 555 e 13 In d) N �, FLUORESCENT LIGHT AND VALANCE 635 M S.S. "D" PULL o STAINLESS STEEL COUNTER o AI 3 STATION No. 0 4 A11 5 20 530 cv .--CERAMIC TILE o ELEC. ELEC. o TOP AND BACKSPLASH 8 340 OUTLET OUTLET (Ail '* STAINLESS STEEL SINK \ c7t� -1 -) I I 20mm DOOR PLAM ON 20mm 1 8c C 0 M M U N ITV 0 20mm DRAWER +� COUNTER AND FIRE ANEL BACKSPLASH pp - - — DRAWER POLICING C E N TR E I 6 I FINISHED 520 FACE s� 520 GABLE ENDS GABLE END \�C/B �I`-�) m �' .I I S.S."D" PULL � e , A I u 00 qr MELAMINE DRAWER N 6 e `, DUPLEX POWER OUTLET I 2611 TRULL'S ROAD 25 510 20 HEAVY DUTY s - - __ _ ._ — -- _ N -- �- ---- — SPACE FOR FOR FRIDGE LOCATE AS METAL ROLLING r �. DISHWASHER REQUIRED STOVE lNI.G./ COU TILE, ONTARIO ADJUS ABL --- -Y NO SHELF ," O SLIDES � 11 4� 20mm FRAMING SECURED SHELF tY o o DATE: S.S."D PULL 20mm ADJUSTABLE 4 MAY 3, 2004 TO BACK AND SIDE ,� `,, ; ' I SCALE: SHELF MOUNTED TO u/s AS NOTED METAL PILASTER WALLS RANGE HOOD STRIPS iD `D 20mm PLYWOOD � WRAP P.LAM , , OF UPPER DOOR UNDER FRONT ELEVATION A► CABINETS Ll DRAWN BY: PC 20mm ADJUSTABLE 1 Z 1 SHELF 6mm PLYWOOD AI3 m 6mm PLYWOOD BACKING 20mm PLYWOOD BACKING ON AILS 40mm THICK P.LAM FINISHED °' I CHECKED BY: PEM ON 19 X 89 WD,RAILS CABINET BASE PLYWOOD END GABLE IN W.14 1100 450 630 2120 6135 DESIGNED BY: PEM I MICROWAVE N I.G. STAINLESS STEEL SINK IN S.S.JOINT WELD AN 171 50 20mm BIRCH p 20mm BIRCH 20mm BIRCH 9 BASEBOARD BASEBOARD � EL COUNTER TOP GRIND SMOOTH DWG STATUS: BASEBOARD - DISHWASHER TENDER REFRIGERATOR — -1 C / t- — -� -- — — — — — — — —� — J PROJECT No.: 13 BASE AND UPPER CABINET SECTION 12 SECTION AT MICROWAVE SHELF 11 SECTION AT PANTRY 10 TYPICAL VANITY COUNTER SECTION $ KITCHEN RM. 22 — PLAN AND ELEVATIONS I I I 02 10 A13 SCALE: 1:10 AI3 SCALE: 1:10 AI3 SCALE: 1:10 AI3 SCALE: 1:10 AI3 SCALE: 1:20 I PLAN DRAWING No.: REVISION A13 The Contractor shall verify all dimensions prior to commencement of the work. 610 I I/2 NR.FIRE x - All prints and specifications are the 20 SPUTTER 5 3A property of on the com Architect let on of d the work. 4W 100 A14 P P AM COUNTER 770 AiZ -iSHBACK ISSUE or REVISION 20 750 DRAWERS No. Description Date 1. ISSUED FOR TENDER MAY 3. DESK I BELOW 4mx400mm PLAM ON 20mm i SUSPENDED CEILING SEE DET. c 6mm PLEXIGLA55 VENT P.LAM.ON 20mm PLY. 2004 PLYWOOD c/w 38x90mm FIXED TO NOM.20x4mrmm COUNTER t SPLASNBACK 4/AI4 2 75 P LAM. BACKS LASH o I RADIO II FRAMING BOLTED TO \ P LAM FRAME HINGED g I ROOM DEG 100 SIDE WALLS $00 \\ GYP.BOARD JAM I - -- 2800 - - ` 19 X 89 WD.CLEAT AND HEAD 20mm BIRCH PLY FADE P.LAM.TO FACE AND \ PANEL HINGED UNDERSIDE OF COUNTER EDGE ! FILE I 20 20 o g I TYP.ADJUSTABLE SHELF A14 ROOM SHELVES 325 277 3300 ^3B DRAWERS FROM 12.1mm o DRAWER FACE 20mm PLAM 20mm PLY BOTT ° MELAMINE PLYWOOD WITH 6mm SOLID 15mm WITH 4m PLY 5 VENT WOOD EDGING ALL FOUR REBAR. SILL i r SLOTS EACH 51DE SIDES.ITYPIGAU FILL VOIDS 20- 0 \ GABLE BEYOND SOLID 750 EQUAL EQUAL EQUAL `V 500 SS."D" PULL ON EACH p LAM COUNTER 5 0 o DRAWER(TYPICAL) " - Tx AND BdGKSPLASH FIXED SHELF A14 Ll 20mm PLY WITH `o t 30 �? X a, SECTION SOLID WOOD EDGING CID 20 X 100 PLYWOOD BASE A14 SECTION SCALE 1:10 9450 ,x�; y GYP.BOARD PAINTED 1 RADIO RM. 27 — PLAN y?, BASE A14 SCALE: 1:20 4 RADIO RM. 27 DESK Zmxd00mm VENT SLOT °o WITH PLAM EDGES A14 SCALE: 1:10 1 2m m 840 20 2 RADIO RM. 27 — SECTION I 325 A14 SCALE: 1:20 1112 HR FIRE SHUTTER 1500 --- 300 25 1800 PLAM ° COUNTER PLEX�LAS5-4N PLAM FFf 1E HINGED TO I - OMEN UP PRINTER BELOW I EQ. E0. �RLAM ON 20mm ------ --- i PLYWOOD c/w 38x90mm FRAMING BOLTED TO `O SIDE WALLS I,60 180 60 WS, W5 J — law ADJUSTABLE o — SHELF I ! PLAN I _ /� MILLWORK GENERAL NOTES: TOP,BOTTOM,ENDS ALL GABLES, SHELVES t DRAWER FRONTS TO �- 20mm BIRCH PLY WITH i BE 20mm BIRCH PLYWOOD c/w CLEAR MATTE w� 6mm SOLID BIRCH PLAM I � � URETHANE FINISH. PLAM COUNTER cs> t BACKSPLASN EDGING TYPICAL SILL 1 I -- PLAN -ADJUSTABLE o 1 DRAWER SIDES 'a BOTTOMS TO BE 12.1 mm WHITE HINGED SECTION P.LAM.COUNTER cv FIXED E GM.0 SILL MELAMINE. �— _ SHELF w/PEGS o 20 _ C, ° $�`— ` AND BACKSPLASN - SHELF HINGED �, - ALL EXPOSED PLYWOOD EDGES TO BE EDGED — IN 50LID BIRCH. FACE PANEL: I M ° ° I - - L _", _� ALL 4 EDGES OF ADJUSTABLE SHELVES TO BE 880 6mm PLYWOOD 500 ° EDGED WITH SOLID BIRCH. 7 DORM. R M. 19 DESK DETAILS 40mm GABLE C/lU 1 BACK PANEL ON 10 0 °w KNEE5PACE oa 20x40mm SOLID EDGIN x W WOOD RAILS �� GYP.BOARD PAINTED SUPPLY AND INSTALL HARDWARE AS FOLLOWS: A14 SCALE: 1:20 ADJUSTABLE DRAWER UNIT - CONCEALED SELF-CLOSING HINGES ° SHELF BASE _ - 15mm STAINLESS, STEEL 'D' TYPE DOOR t o o DRAWER HANDLES N o o - ALL DRAWERS ON HEAVY DUTY TELESCOPING ° ROLLING METAL SLIDES. ELEVATION 3B RADIO RM. 27 — ELEVATION 3A RADIO RM. 27 - ELEVATION - RECESSED METAL ADJUSTABLE PILASTER STRIPS II ( ADJUSTABLE t FIXED A14 SCALE: 1:20 A14 SCALE: 1:20 U SHELVES - 20mm BIRO PLY WITH 6mm SOLID CERAMIC TILE ON GBU 610 BIRCH EDGING ° FIXED SHELF ON WOOD FRAME m PLAM COUNTER t BACKSPLA514 394 9 Street . FULLY ADHERE WATERPROOF `* SUSPENDED CEILING SUSPENDED CEILING Toronto Ontario MEMBRANE 150 mm UP FACE OF MSA 1K9 WALL.PROVIDE BLOCKING AS 4 a REQUIRED BIRCH PLY �cj O Tel: 416.3645710 GABLE m Fax 416364A662 BIRCH PLY ADJUSTABLE I — // 1700 infioOtbroemar+dL Ca CERAMIC TILE ON MORTAR BED HINGED FACE SHELF ° SLOPE--� CONCRETE SLAB 2mx4m PANEL ARCHITECTS INC. SOLID EDGING - THOMAS BROWN ° PROFESSIONAL SEAL: a SECURITY SPUTTER q v q a q q d a END ELEVATION 20x100 °o A SHOWER TILE AND MEMBRANE PLYWOOD BASE o ORRIDO RECEPTION SHOWER DRAIN MEMBRANE CLAMP W/ ° 41 42 ( DWG TITLE: SECONDARY DRAINAGE s APP. BAY RM. 30 PRINTER SHELF DETAILS 5 FILE STORAGE SHELVES — SECTION CERAMIC TILE A14 A14 MISC. WOODWORK & SLOPE SLOPE SCALE: 1:20 SCALE: t:t 0 SECURITY SHUTTER MISC, DETAILS a a CONC.FILL a WATERPROOF PLAM RECEPTION PROJECT: a q d MEMBRANE �c \ COUNTER ON 20mm a a d / Xi� x � R-YWOOD ON FRAMING GONG.SLAB C O U RTI C E FIRE x/ I STATION No. 04 ,to „5 770 665 & COMMUNITY un 12.1 ASPHALT IMPREGNATED o M N B SHOWER DRAIN ' FIBRE BOAR TO ISOLATE �'±225 1025 HOUSE KEEP NG PAD FROM WALLS AND LAB POLICING CENTRE �.. LINE OF i X WASHER o P.LAM,COUNTER Ln CERAMIC TILE TO 2i5 ,070 215 305 AND BACK5PLA5H N ` 2611 TRULL'S ROAD 1 FADE OF-JAMBS COURTICE, ONTARIO 10 I I SECTION CARERRA MARBLE THRESHOLD 1 GEAR WASHER I P L i )BEVEL EDGES)ON SETTING BED I I I INSTALLATION I DATE: ON WOOD CURB I I WELDMENT MAY 3 2003 ICO-O INATE INSTALLATION 215 I 1070 I 215 15mm PLY /5 O TO CLOSE i EDGE OF SILL TO ALIGN WITH OF WEL MENT WITH WASHER U/5 OF COUNTER P.LAM COUNTER GER TILE BELOW(CUT TO SUIT) „ SCALE: M UFAGTURER I CONCRETE AS NOTED FULL HEIGHT GER, FULLY ADHERE WATERPROOF I I o - +�-------- -_u - o SLAB-ON-GRADE TILE BETWEEN MEMB,OVER TOP OF CURB o DRAWN BY: PPC MARBLE SILL AND I I 12.1 ASPHALT IMPREGNATED .� FINISHED FLOOR GBU BOTH SIDES OF 3 PLY o 0 SLOPE---� 38x89 WOOD CURB - _ - - _ FIBRE BOARD TO ISOLATE r o t 3 t - HOUSE LS KEEPING AND SLAB AD FROM o �,.,�J Orr•, n,,. r°r 1'._ RD PANTED CHECKED BY: r G` ' � GYPSUM BOA ` •� PEM q `.r r :1 �,` t n;� >`�. �'�' ., ✓ DESIGNED BY: a q a q q CERAMIC TILE ON MORTAR BED 1 r }^� r�=� �^ r GYP.BOARD PAINTED a III _ PEM CONCRETE SLAB 111 DWG STATUS: BASE TENDER 'u PLAN SECTION PROJECT No.: BASE 0210 10 SHOWER DETAILS C SHOWER CURB s SHOP RM. 32 — GEAR WASHER HOUSE KEEPING PAD 6 RECEPTION 42 WINDOW COUNTER DRAWING No.: REVISION A14 SCALE: 1:5 A14 SCALE: 1:20 At 4 SCALE: 1:10 A14 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be /` VAPOUR BARRIER returned upon completion of the work. THRU � � VAPOUR BARRIER P P OVERLAP AND 1� 10 CAULK 2000 M,O. (1980 F.S.) 10 CAULK 360y i` r5O SEAL AIR BARRIER '�3201 EEMBRALL— tOCAULK 2000 M.O. (1980 F.S.) CAULK i0 /TO MEMBRANE 10 ,/. Y TNRU U!A ' 410k / OVERLAP AND i:;; 1 SEAL AIR BARRIER '' 320 J �n ISSUE or REVISION MEMBRANE 10 // ' THRU-WALL ; SHEET TO C i / ^ '/ 10 MEMBRANE 10 THRU-WALL �: / 3 COURSES 3 COURSES \ I MEMBRANE 10 / No. Description Date BRICK BAND /j STEEL LINTEL BRICK BAND / .� WOOD LINTEL 1tox FEA TURE 10 10 90 50 FEATURE t0 3 COURSES !' 3 COURSES 10 ' CAULK BRICK BAND STEEL LINTEL BRICK BAND WOOD LINTEL CAULK dr. ,WEEP VENTS AT HEAD AND FEATURE 1 FEATURE 600 0/c MAX - JAMB GYPSUM WEEP VENTS AT o 10 SEAL AIR BARRIER TO SHEATHING • BOARD FINISH 600 o/c MAX - WINDOW SHIMS STEEL PLATE SWIMMING AND a AND CAULKING WEEP VENTS AT HEAD AND EXTERIOR ALUM. SCREEN TYPE S1 EXTERIOR ALUM. SCREEN TYPE 'S3' LINTEL CAULKING STEEL LINTEL -- 600 o/c MAX JAMB GYPSUM WEEP VENTS AT BOARD FIN15P 600 o/c MAX WINDOW SHIMS HEAD AND JAMB _ AND CAULKING SEAL AIR BARRIER CAULKING o _ GYPSUM 80ARD STE=L PLATE SHIMMINCs AND FINISH LINTEL CAULKING STEEL LINTEL TO SHEATHING ( ) 10 CAULK o --- 10CAULK 1600 M.O. 1580 F.S. HEAD AND JAMB o ° o CAULKING __ - GYPSUM BOARD ALUMINUM � ALUMINUM �`' FIN15H , WINDOW WI -- SHIMMING AND WINDOW WI - — SHIMMING AND 1 y CAULKING 10 CAULK 1980 F.S. CAULK t0 i 10 ._Z5._ 250 10 _Z5_. 165 CAULKING EXTRUDED EXTRUDED ALUM.SILL ALUM.SILL P.LAM WINDOW 1 RLAM � -` I , CAULK ULK X CAULKING / y ��;�X. SILL CAULKING ( ° WINDOW SILL a ! _ ( ° / / i,� i J - 5 COURSES > I °• i; _ `� o z X, �( 5 COURSES o <^ i 01 M BRICK BAND %/' y.; T. 0 BRICK BAND 0 o o ;+I I FEATURE °o FEATURE I �' 7;, i I___..., Iy ° 0 1560 x x j/ \'x' y o 1 N ° I N I W N INTERIOR ALUM. SCREEN TYPE '82' VAPOUR BARRIER EXTERIOR ALUM. SCREEN TYPE '84' 10 X I•. t I o ° > XY o __ cv 10 10 - TYPICAL ALUMINUM SCREEN JAMB DETAILS SCALE 1 .10 CD BULLNOSE 4 ALUM. WINDOW 'W1 ' — HEAD & SILL IN C.M.U. WALL 3 ALUM. WINDOW 'W1 ' — HEAD & SILL IN WOOD—FRAMED WALL SHIMMING AND a A . SCALE: 1:10 A15 SCALE: 1:10 ----- CAULKING !----•-�- ,: / % � [CAULK TYP. CAULKING - I CAULKING --- WINDOW SHIMS ^ W ^ CAULK TYP. AND CAULKING CAULK TYP. ° > o CAULK TYP. ALUMINUM ALUMINUM SILL ON ALUMINUM ALUMINUM SILL ON e M W / \ rn CAULK TYP. W000 WINDOW BM.U,VENEER BELOW W000 WINDOW BM.U.VENEER BELOW z \ / BLOC BL ^ , L i CAULK ' y. CAULK TYP. ` >( a^, o X. n �, T- n _ BULLN05E - BULLNOSE —� '\ = a`J >,, y y > tt 2 ALUM. WINDOW TYPE 'W2' IN C.M.U. WALL 1 ALUM. WINDOW TYPE 'W2' IN WORD—FRAMED WALL 5 CAULK CAULK 5 y.•' yI`y \ 5 CAULK ,P ;., o � j;. . .;� CAULK 5 A15 SCALE: 1:10 A15 x �. 1 N ,:' — — ° — — — — SCALE: 1:10 FRAME TYPE 'ST-1' FRAME TYPE 'ST-2' FRAME TYPE 'ST-3' FRAME TYPE 'ST-4' FRAME TYPE 'ST-5' FRAME TYPE 'ST-6' FRAME TYPE 'ST-7' ' 'Y' INSULATED STEEL DOOR AND INSULATED STEEL DOOR AND FRAME STEEL DOOR IN CMU WALL STEEL DOOR IN CMU WALL STEEL DOOR IN GYPSUM STEEL DOOR IN GYPSUM STEEL DOOR IN CMU WALL WALL BELOW FRAME IN EXTERIOR STUD WALL IN EXTERIOR MA50NRY WALL w/GYPSUM BOARD PARTITION PARTITION -- ° -- - - RLAM SILL TYPICAL ALUMINUM WINDOW DETAILS SCALE 1 :10 WALL BELOW RLAM SILL TYPICAL STEEL DOOR JAMB DETAILS SCALE 1 :10 s ALUM. WINDOW W1 ' — PLAN IN C.M.U. WALL 5 ALUM. WINDOW 'W1 ' — PLAN IN WOOD—FRAMED WALL 2000 M.O. (1980 F.S.) 1570 M.O. (1550 F.S) A15 SCALE: 1:10 1900 1470 SCALE: 1:10 A15 900 u/n IN SCHEDULE ..900 u/n IN SCHEDULE L.900 u/n IN SCHEDULE 1400 600 501,150 50 2000 R.O. (1980 F.S.) °o ° � ° 2000 R.O. (1980 F.S.) Ln 0 720 O 50 350 900 50 GLAZED TRANSOM -1 �D TRANSOM � Ilk O rn 950 \ 950 \ 520 950 \ O \ \ \ GLAZING ° GLAZING / 394 King Street East Toronto Ontario \ \ M5A 1K9 O O \ O O O O O O r Ln °Ln Tel:416.3M.5710 o ° ° Ln O L ° J 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O O O O O O O O cQ 0 0 0 0 0 0 O O O O O N \- DECAL STRIP ° ° \\—DECAL STRIP ° DECAL STRIP N DECAL N \-DECAL mwina�Z CN ° DECAL STRIP ° tr,ro�trowr,arcrrca N STRIP ° THOMAS BROWN CD `" ARCHITECTS INC. CD PROFESSIONAL SEAL: DOOR GRILLE —— — GLAZING / TYPE 'M' TYPE "NL2' TYPE 'FG' a TYPE 'M' TYPE 'FG' TYPE 'FG' ' TYPE FG TYPE FG STEEL DOOR STEEL DOOR ALUMINUM DOOR INTERIOR SCREEN 'S5' INTERIOR ALUMINUM SCREEN 'S4' EXTERIOR ALUMINUM SCREEN 'S3' EXTERIOR ALUMINUM SCREEN 'S2' EXTERIOR ALUMINUM SCREEN 'S1' DWG TITLE: 1800 R.O. EQ. E0. DOOR AND WINDOW TYPICAL DOOR TYPE ELEVATIONS AS REFERENCED IN SCHEDULE SCALE 1 :20 DETAILS 1200 i 4180 CLEAR t0 1200 BRICK VENEER t0 PROJECT: O CAULK CAULK CAULK 500 (410 M.0 ) 900 (810 M.O.) 700 (810 M.o.) COURTICE FIRE W / 1000 R.O., M.O. 400 50 STATION x x ON No. 04 y� /� � \ �` a ® ® 8c COMMUNITY ;� , ' �?' ° POLICING CENTRE CAULK CAULK CAULK �' o �' o o LOUVRE TYPE 'L5' LOUVRE TYPE 'L6' COURTI RULL'S ROAD 205 790 205 INTERIOR STEEL WINDOW TYPE W5 / CE, ONTARIO //r/1 70 240 585 205 4200 CD 410 925 R.O. 2050 M.O. DATE: 400x15x10 THICK STEEL JAMB 1150 750 MAY 3 2004 PLATE WELDED TO STEEL So 50 LOUVRE TYPE 'L1 ' LOUVRE TYPE 'L2' LOUVRE TYPE IS LOUVRE TYPE 'L4' ' COLUMN GRIND SMOOTH � SCALE: 0 FG 2840 R.O. AS NOTED MEMBRANE '' 176 10 O 1200 M.O. 880 880 880 DRAWN BY: MPB \ CHECKED BY: 8 Q H DOOR — PLAN DETAIL N o '�,VENTROVIL PEM A15 SCALE: 1:10 `" �' WEEP VENTS AT I CAULK ' �' \ / °° DESIGNED BY: PEM 600 o/c MAX DWG STATUS: ^ � � ,�' ,-'' TENDER CAULK 20 FG FG FG ,' 0 FG FG , OG PROJECT No.: s 0 H DOOR — HEAD DETAIL 400 0210 A15 SCALE: 1:10 STEEL AM PLATE ' ' ' ' ' ' ' ' STEEL JAMB PLATE INTERIOR STEEL WINDOW TYPE 'W5a' WINDOW TYPE W2 WINDOW TYPE W3 WINDOW TYPE W4 WINDOW TYPE W1 DRAWING No.: REVISION WELDED 70 STEEL COLUMN GRIND SMOOTH TYPICAL WINDOW AND LOUVRE TYPE ELEVATIONS AS REFERENCED IN PLAN SCALE 1 :20 A15 The Contractor shall verify all dimensions ior to ROOM FINISH SCHEDULE ROOM FINISH SCHEDULE All prntsoand specfc tionstarewthe property of the Architect and must be NORTH EAST SOUTH WEST DOORS dt NORTH EAST SOUTH WEST DOORS & returned upon completion of the work. LIGINT FIXTURES MOUNTED ON PLYWOOD ROOM NAME FLOOR BASE W� W� W� W� FRAMES CEILING REMARKS RM ROOM NAME FLOOR BASE W� W� W� W� FRAMES CEILING REMARKS - SEE DETAIL I/AI3 RESILIENT RUBBER CMU CMU CMU CMU DR TYPE: ST ACT ISSUE or REVISION FLOORING OR COL: P5 ROOM NUMBERS 1 -10 RESERVED 53 INTERVIEW FR TYPE, ST 2650 A.F.F. No. Description Date P-1 P-1 P-1 P-1 FR COL: P5 RESILIENT RUBBER CMU CMU CMU CMU DR TYPE: ST ACT STEEL MESH REINFORCEMENT ABOVE CEILING (SEE DWG A3) RESILIENT RUBBER GB G8 GB GB DR TYPE: ST ACT * DOOR 29 DR & FR COLOUR: P-5 54 GUN ROOM FLOORING OR COL: P5 2650 A.F.F. 1 1 CORRIDOR FLOORING OR COI: P5. P6 2650 A.F.F. FR TYPE: ST FR TYPE: ST P-1 P-1 P-1 P-1 FR COL: P5 P-1 P-1 P-1 P-1 FR COL: P5, P6* TILTING RESILIENT RUBBER CMU GB GB GB DR TYPE: ST ACT LOCKERS CARPET RUBBER GB GB GB G8 DR TYPE: ST ACT P.LAM WINDOW SILL MIRROR 55 LOCKER ROOM FLOORING DR COL: ST 2400 A.F.F. 1 2 OFFICE DR COL; ST 2650 A.F.F, FR TYPE: ST FR TYPE: ST P-1 P-1 P-1 P-1 FR COL: P5 I P-1 P-1 P-1 P-1 FR COL: P-4 2630 \ RESILIENT RUBBER CMU GB G8 GB OR TYPE: ACT RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT 56 STORAGE FLOORING DR COL: 2 A.F.F. 1 3 CORRIDOR FLOORING OR COL 2650 A.F.F. 460 � 460 FR TYPE: 650 FR TYPE: ST ST 300 160mm LONG GRAB BAR SURFACE P-1 P-1 P-1 P-1 FR COL: P-1 P-1 P-1 P-1 FR COL: P-4 Co10mm LONG GRAB BAR MOUNTED SHELF c RESILIENT RUBBER GB GB GB 08 OR TYPE: ST ACT RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT WASHROOM ACCESSORIES AS SPECIFIED 57 VESTIBULE FLOORING DR COL; P5 2650 A.F.F. 14 FEMALE LAV. FLOORING DR COL: P-4 2650 A.F.F, FR TYPE: ST FR TYPE: ST VANITY P-1 P-1 P-1 P-1 FR COL: P5 P-1 P-1 P-1 P-1 FR COL: P-4 v DR COL: P-4 DOOR SCHEDULE CT CT Cr cr Cr wR CB SHOWER BENCH 15 FEMALE SHOWERS FR TYPE: ST 2650 A.F.F. o CT-2 -- CT-1 CT-t CT-1 CT-1 FR COL: P-4 p-3 0 0 ROOM LOCATIONS DOOR REQUIREMENTS FRAME FIRE RESILIENT RUBBER GB GB GB GB OR TYPE: ST ACT LOCKER ENCLOSURES FLOORING DR COL: P-4 REMARKS RATING 16 FEMALE DORM 1 FR TYPE: ST 2650 A.F.F. P.LAM WINDOW SILL No. FROM TO THICK WIDTH HEIGHT TYPE MAT'L TYPE MAT'L (min.'s) i P-1 P-1 P-1 P-1 FR COL: P-4 BASE RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT LOCKER 17 FEMALE DORM 2 FLOORING DR COL: P-4 2650 A.F.F. LAM WINDOW SILL S DOOR NUMBERS 1 -10 RESERVED FR TYPE: ST c P-1 P-1 P-1 P-1 FR COL: P-4 11 11 02 45 900 2150 NL2 ST ST-5 ST 45min. RESILIENT RUBBER GB GB GB 08 DR TYPE: ST ACT *DOOR 19, DR & FR COLOUR: P-5 1 8 CORRIDOR FLOORING DR COL: P5, P6* 2650 A.F.F. CORRIDOR CORRIDOR FR TYPE: ST 11 12 P-1 P-1 P-1 P-1 FR COL: P5, P6 45 900 2150 NL2 ST ST-5 ST RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT PROJECTION SCREEN, BED ENCLOSURES FLUORESCENT LIGHT FIXTURE 1 2 CORRIDOR OFFICE I FLOORING DR COL: P5, P MOUNTED ON PLYWOOD - SEE 19 DORMITORY & TRAINING FR TYPE: ST 2650 A.F.F. REPORTS DESK & P.LAM WINDOW SILL DETAIL I/AI3 13 11 I 1 3 I P-1 P-1 P-1 P-1 FR COL: P5, P61 *DOOR 18, DR & FR COLOUR: P-5 CORRIDOR CORRIDOR 45 I 900 2150 i NL2 ST ST-5 ST FROSTED GLASS RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT WASHROOM ACCESSORIES AS SPECIFIED FLOORING DR COL: P-4 13 i 14 I i I 20 MALE LAV. FR TYPE: ST 2650 A.F.F. VANITY 14 CORRIDOR FEMALE LAV. 45 900 I 2150 M ST ST-5 ST P-1 P-1 P-1 P-1 FR COL: P-4 13 16 RESILIENT RUBBER GB GB CB GB DR TYPE: ST WR CB SHOWER ACCESSORIES AS SPECIFIED 15 45 900 2150 I M ST ST-5 I ST 21 MALE SHOWERS FLOORING DR COL: P-4 2650 A.F.F. SHOWER BENCH FR TYPE: ST CORRIDOR FEM.DORM. 1 ; I P_, P_, P-1 P_, FR COL: P-4 p_3 17 1 16 CT -- CT CT CT CT DR TYPE: ST WR GB 16 45 900 ; 2150 M ST ST-5 I ST DR COL: P-4 FEM.DORM. 2 FEM.DORM. 1 I 214,b CUBICLES FR TYPE: ST 2650 A.F,F. ANGLED 160mm LONG GRAB BAR 19 17 CT-2 -- P-1 P-1 P-1 P-1 FR COL: P-4 P-3 17 DORMITORY I FEM.DORM. 2 45 900 2150 M ST ST—5 ST RESILIENT LOORING RUBBER GB GB OB_, cB-, DR COL:TYPE: ST ACT KITCHEN COUNTER 610mm LONG GRAB BAR 19 30 22 KITCHEN & DINING FR TYPE: ST 2650 A.F.F. P,LAM WINDOW SILL 18 45 900 2150 NL2 ST ST-3 ST METAL TRESHOLD 60min. P-1 P-1 P-, P-1 FR COL: P-4 30° DORMITORY APP. BAYS RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT P.LAM WINDOW SILL 19 18 23 LOUNGE FLOORING ALUM.SCREEN DR COI: ST 2650 A.F.F. ° 19 DORMITORY CORRIDOR 45 i 900 2150 M ST ST-5 ST FR TYPE: ST N P-1 P-, P-1 P-1 FR COL: P-4 18 20 F RESILIENT LOORING RUBBER GB GB GB GB OR TYPE: SST 4 ACT COAT ROD AND HAT SHELF 20 CORRIDOR MALE LAV. 45 900 2150 M I ST ST-5 ST 24 CORRIDOR 2650 A.F.F. FR TYPE: ST P-1 P-1 P-1 P-1 FR COL: P-4 50 BASE 21 1 45 900 2150 NL2 i ST ST-5 � ST FROSTED GLASS RESILIENT RUBBER GB GB CB GB OR TYPE: S1 ACT CORRIDOR CORRIDOR I FLOORING DR COL: P-4 BED ENCLOSURES 25 CAPTAINS ROOM FR TYPE: ST 2650 A.F.F. P.LAM WINDOW SILL 23 ` INSULATED, TOP CAP, METAL THRESHOLD, P-1 P-1 P-1 P-1 FR COL: P-4 22 EXTERIOR 45 900 2150 FG ALUM AL—? ALUM CT CT CB ALUMSCREEN 08 GB DR TYPE: AL/ST GYPSUM BD LOUNGE ALUM SCREEN 'S1' 26 VESTIBULE GB DR COL: 2650 A.F.F. Q.E. LAY RM. 03 — ACCESSORIES [FR TYPE: AL/ST A16 SCALE: 23 24 25 45 900 2150 NL2 ST ST-5 ST CORRIDOR CAPTAINS RM CT-3 CT-3 P-, P-, P-, P-, FR COL: P-3 RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT DESK & SHELVING 24 24 26 45 900 2150 NL2 ST ST-6 ST 27 RADIO ROOM FLOORING DR COL: P-4 2350 A.F.F. P.LAM WINDOW SILL PAINT SCHEDULE CORRIDOR VESTIBULE FR TYPE: ST P-1 P-1 P-1 P-1 FR COL: P-4 26 INSULATED, TOP CAP, METAL THRESHOLD, EPDXY RUBBER ca ce CMU CMU DR TYPE: ST EXPOSED 25 VESTIBULE EXTERIOR 45 900 2150 FG ALUM AL—? ALUM ALUM SCREEN 'S2' 28 UTILITY ONLYB WALL FR DR COL: TYPE: ST5 P-1 P-1 P-1 P-1 FR COL: P-5 CODE MANUFACTURER'S CODE AND NAME 24 27 394 Ong�°�`�`. 45 900 2150 NL2 ST ST-5 ST COLORED CAULK CMU CMU CMU CMU DR TYPE: ST HIGH LEVEL ALL METAL FABRICATIONS TO BE GALVANIZED, SEE A10 Toronto,Ontario 26 HARDENED DR COL: P-4 G.B. SEE MSA1K9 CORRIDOR RADIO RM. 29 HOSE TOWER CONCRETE DWG A,0 FR TYPE: ST P-1 P-1 P-1 P-1 FR COL: P-4 Tel: 416.3645710 P-1 ANGORA WHITE 4152-11 BY SICO 27 24 30 45 900 2150 NL2 ST ST-3 ST METAL THRESHOLD 60min. Fa1C416.364,4662 CORRIDOR APP. BAYS COLORED CAULK CMU CMU CMU k3OOO DR TYPE: ST PRERNISHED PRINTER SHELF 30 28 HARDENED PWF TO PWF TO PWF TO O DR COL: P-5 METAL InfoOtbrowaorch" V U 30 APPARATUS BAYS CONCRETE 3000 A.F.F. 3000 A.F.F. 3000 A.F.F. A.F.F, FR TYPE: ST 5330 A.F.F. *P3 FROM F.F UP TO 3 M , P4 FROM 3 M TO U/S OF CEILING P-2 SILVER MINK 4201-11 PWF 28 45 1050 2150 M ST ST-4 ST 60min. P-2 P-3 P-2 P-3 P-2 P-3 P-3 FR COL: P6, P7 DooR 29, DR & FR COLOUR: P-6, EXTERIOR SIDE ONLY. THOMAS BROWN APP. BAYS UTILITY EPOxY clAU cMU cMU DR TYPE: ST GYPSUM BD ARCHITECTS INC. 31 JANITOR DR COL: P-5 SLAP SINK 29 30 EXTERIOR 45 900 2150 NL2 ST ST-2 ST INSULATED, TOP CAP, METAL THRESHOLD FR TYPE: ST u/s TRUSS PROFESSIONAL SEAL: P-3 WHITE ON WHITE 1016 30GY-88/141 BY ICI APP. BAYS P-1 P-1 P-1 P-1 FR COL: P-5 30 31 EPDXY CMU CMU CMU CMU DR TYPE: ST ACT WORK BENCH 30 45 900 2150 M ST ST-4 ST 45min. DR COL: P-5 P.LAM WINDOW SILL APP. BAYS JANITOR 32 SHOP FR TYPE: ST 2$50 A.F.F. P-1 P-, P-, P-1 FR COL: P-5 P-4 BROWN BAG 4151-42 31 30 32 45 1050 2150 NL2 ST ST-4 ST EPDXY CMU CMU CMU CMU DR TYPE: ST ACT GALVANIZED GEAR DRYING RACKS APP. BAYS SHOP OR COL: P6, P7 33 GEAR ROOM FR TYPE: ST 2650 A.F.F. DOOR 33, DR & FR COLOUR: P-6, EXTERIOR SIDE ONLY. 30 32 45 900 2150 NL2 ST ST-4 ST P-, P-, P-, P-, FR COL: P6, P7* P-5 OLD BURGUNDY 4143-73 32 APP. BAYS GEAR ROOM ' C CT CT BMU ALUM.SCREEN BMU ALUM.SCREEN DR TYPE: ALUM, GYPSUM BD VESTIBULE GB G8 DR COI: 2650 A.F.F. 32 �/� 33 40 VE EXTERIOR 45 900 2150 I NI-2 CT-3 CT-3 P-1 P-1 P-1 P-1 2 I ST ST-2 ST INSULATED, TOP CAP, METAL TRESHOLD FR TYPE: ALUM. DWG TITLE: P-6 � GEAR ROOM ; FR COL: P-3 29 I EXTERIOR I RESILIENT RUBBER GB 08 GB GB DR TYPE: ST ACT * DOOR 11, DR COLOUR & FR COLOUR: P-5 ROOM FINISH, DOOR 34 1 45 900 2150 i NL2 ST ST-2 ST INSULATED, TOP CAP, METAL TRESHOLD 41 CORRIDOR FLOORING ALUM.SCREEN OR COL: ST P6 ROOF FR TYPE: S7 2650 A.F.F. c HOSE TOWER P-1 P-1 P-1 P-1 FR COL: P5, P6* SCHEDULES 40 INSULATED, TOP CAP, METAL THRESHOLD, RESILIENT RUBBER GB GB GB GB DR TYPE: ST ACT RECEPTION COUNTER c/w O/H COILING COUNTER DOOR 35 EXTERIOR VESTIBULE 45 900 2150 FG ALUM AL—? ALUM ALUM SCREEN 'S3' 42 RECEPTION FLOORING cB DR COL: P5 2400 A.F.F.FR TYPE: ST PROJECT: 40 41 INSULATED, TOP CAP, METAL THRESHOLD, P-1 P-, P-1 P-1 FR COL: P5 36 45 900 2150 FG ALUM AL—? ALUM RESILIENT RUBBER CB GB GB GB DR TYPE: ST ACT COURTICE FIRE VESTIBULE CORRIDOR ALUM SCREEN S4 43 IT ROOM FLOORING GB DR COL: P5 2400 A.F.F. FIR TYP : ST 41 48 P-1 P-1 P-1 P-1 FR COLE P5 37 CORRIDOR B.F. LAV 45 900 2150 M ST ST-5 ST RESILIENT RUBBER GB 08 GB GB DR TYPE: ST ACT STATION No. 04 44 41 44 RECEPTION FLOORING CMU OR COL: P5 2400 A.F.F. 38 RECEPTION CORRIDOR 45 900 2150 NL2 ST ST-5 ST FR TYPE: ST & COMMUNITY P-1 P-, P-1 P-1 FR COL: P5 46 47 RESILIENT LOORING RUBBER GB G8 G8 GB DR TYPE: PT ACT 39 COMM.RECEP.COMM,MEETIN 45 900 2150 NL2 ST ST-5 ST 45 WC 2400 A.F.F. POLICING CENTRE FR TYPE: ST P.LAM VANITY P-1 P-1 P-1 P-1 FR COL: P5 42 43 RESILIENT RUBBER GB 08 08 GB DR TYPE: ST ACT 2611 TRULL'S ROAD 40 RECEPTION IT ROOM 45 900 2150 M ST ST-6 ST 46 COMMON RECEPTION FLOORING DR COL: P5 2650 A.F.F. COURTICE, ONTARIO FR TYPE: ST 41 45 44 45 800 2150 M ST ST-5 ST P , P , P , P , FR COL. P5 WC RECEPTION R GORING RUBBER GB GB GB G8 OR TTYPLE: PST ACT P•� WINDOW SILL DATE: MAY 3, 2004 44 50 47 COMMUNITY MEETING [FR TYPE: ST 2650 A.F.F. 42 45 900 2150 M ST ST-6 ST STEEL SCREEN 'S5' P-1 P-1 P-1 P-1 FR COL: P5 SCALE: RECEPTION DETECTIVE SGT. Q RESILIENT RUBBER CB G8 CB GB DR TYPE: ST ACT WASHROOM ACCESSORIES AS SPECIFIED 51 52 48 B.F. LAVATORY FLOORING DR COL; P5 2650 A.F.F. 43 CIB WORK. INTERVIEW 45 900 2150 M ST ST-7 ST FR TYPE: ST DRAWN BY: P-1 P-1 P-1 P-1 FR COL: P5 MPB RESILIENT RUBBER 08 G8 GB GB OR TYPE: ST ACT P,LAM WINDOW SILL 44 51 53 45 900 2150 M ST ST-7 ST FLOORING OR COL: P5 CHECKED BY: PEM CIB WORK. INTERVIEW 49 C.R.U. WORKSTATION FR TYPE: ST 2650 A.F.F. 45 51 54 45 900 2150 M ST ST-7 ST P-, Go P-, P-, FR COL: P5 CIB WORK. GUN ROOM RESILIENT RUBBER GB GB CB G8 DR TYPE: ST ACT P.LAM WINDOW SILL DESIGNED BY: PEM 50 DETECTIVE SGT. FLOORING DR COL: P5 2650 A.F.F. 46 51 55 45 900 2150 M ST ST-6 ST FR TYPE: ST DWG STATUS: P-1 P-1 P-1 P-1 FR COL: P5 CIB WORK. LOCKER RM RESILIENT RUBBER GB GB CB GB OR TYPE: ST ACT TENDER FLOORING CMU DR COL: P5 WASHROOM ACCESSORIES AS SPECIFIED 51 C.I.B. WORKSTATION FR TYPE: ST 2650 A.F.F. P.LAM WINDOW SILL 51 57 47 CIB WORK. VESTIBULE 45 900 2150 NL2 ST ST-6 ST P-1 P-, P-1 P-1 FR COL: PS PROJECT No.: 0� RESILIENT RUBBER CMU CMU CMU CMU DR TYPE: ST ACT FLOORING DR COL: P5 48 57 EXTERIOR 45 900 2150 NL2 ST ST-1 ST INSULATED, TOP CAP, METAL TRESHOLD 52 INTERVIEW FR TYPE: ST 2650 A.F.F. VESTIBULE P-1 P-1 P-t P-1 FR COI: P5 DRAWING NO.: Ale REVISION The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the 70.01m N 18 03' 40v W TREE STAKES TO BE REMOVED REMOVE ONLY DEAD OR BROKEN property of the Architect and must be _ v AT T1-!E CLOSE OF THE SECOND BRANCHES, TREAT ALL CUTS OVER returned upon completion of the work. GROIUING SEASON, OR UPON THE I5mm LATH APPROVED TREE PAINT 38x190 PRESSURE TREATED 140x140 PRESSURE TREATED IUOOD PERIOD.ION OF THE WARRANTY DO NOT CUT LEADER. ISSUE OP REVISION BOARD 'SCALLOP' TRIMMED SEE POST c/w DATO(A5 5HOW),FULL IF PLANTED IN FULL LEAF, THE TREE No. Description Date ALSO ELEVATION LENGTH OF FENCE BOARDS 15 TO BE SPRAYED WITH APPROVED MAY 3. LP 19x140 PRESSURE TREATED TOP 140 115 140 PLATE ANTI-DES5ICANT UNLESS PLANTED 1. ISSUED FOR TEND Zoos WITHIN 48 HOURS OF DIGGING. 0 19x140 PRESSURE TREATED 2 15 v FASCIA BOARDS BOTH SIDES Q Z - STEEL T-BARS 50x 0xromm M w 38x140 PRESSURE TREATS C" EXISTING FENCE BOARD LANDSCAPING 2400mm LONG z n 19x140 PRESSURE TREATED NOTE: ALL EX15TING TREES TO REMAIN `-° AND BE PROTECTED FROM DAMAGE WRAP TREE LATH APPROVED TREE FENCE BOARD 45 140 L1RAP FROM TOP OF ROOT BALL TO 300mm ABOVE FIRST BRANCH N m 19x140 PRESSURE DETAIL PLAN AT POST 1:10 TREATED BASE SECURE STAKES TO TREE UJITH No.9 BOARDS BOTH SIDES __ _i _ GALVANIZED WIRE ENCLOSED IN 2-PLY cv _.- —_ RELOCATED FUEL � —l RUBBER HOSE DETAIL SECTION 1:10 NEW TOPSOIL AND SOD TO STORAGE TANK ON SLAB NEW TOPSOIL AND 50D TO BLEND INTO EXISTING GRADE GONTAINEMENT PAD BLEND INTO EXISTING GRADE 100mm OF SHREDDED BARK MULCH OR A5 SPECIFIED, IN 150mm DEEP � 000c� � oo SAUCER MAINTAIN ORIGINAL GRADE OF TREE CHAMFER POST TOPS 38x190 PRESSURE TREATED BOARD 38x190 PRESSURE BASE AFTER TRANSPLANTING= 'SCALLOP' TRIMMED TREATED BOARD i L J 'SCALLOP' TRIMMED I I GUT AND REMOVE BURLAP FROM 11 % !� - TOP I/3 OF ROOT BALL LiN PAINTED 0 W ISLAND i i — O \� : HEA Y DUTY �t' 11 WASP PLANTING 501E INTO 0 NI ASPHALT � � SPACES AROUND ROOT BALL PREPARED PLANTING SOIL i I z MIXTURE AS SPECIFIED MIN. 150mm TAMPED MOUND I I I 0 LU m s SOLID FENCING OF s — —I OF PLANTING SOIL To SOLID FENCING PANEL OF I w, — �i I ( 38x140 AND 19x140 PRESSURE TREATEd 38x140 AND 19x140 PRESSURE Z � r _ M I i� I I ' —_I ' _! PREVENT SETTLEMENT W TREATED FENCE BOARDS w/ FENCE BOARDS w/ STAGGERED JOINTS STAGGERED JOINTS C `n' I I - I I I I —` I I i- i GONG. 1 M I_ 1 —_i I SCARIFY EDGES OF TREE PIT I I C A C g 't GARBAGE �^ I N -I 1 9 a a PAD f\ A AI I A 8 1.4°° SLOPE SLOP / I 1 Z VARIES l� L NOTE: 2 TREE PLANTING SCALE y y -- y ! 2g SLOPE AL DIMENSIONS ARE IN MILLIMETERS _.._:----------------�----�-----=------------�---_:.-----�---�-----=----------�__: �--- ' ----=-----------'-----------•----- -----•---- ----- --- NEW TO D HEAVY UTY n 1 � I L P501L AND SO 1� D TYPICAL 2190 f1'-Z�"J Ih30 11'-2�"1 � N a 1 Af T —nr- —;ter NEW TOPSOIL L I I I I I I I I I I AND I GONG ETE UJ LK I m ' ; I I AND SOD TO 7 o 1 � I � � MAINTENANCE � I 1 1 I 1 1 I 1 I BLEND INTO STRIP 1 1 I EX15TING NEW TOPSOIL AND 501 p J I 100mm OF SHREDDED BARK MULCH - GRADE ' I ---J `--- — —J ---J `--- - -- - ' SPECIFIED, I •'/ ' ,' . ; NTR GONG. APRON OR A5 5P D, 150mm DEEP NOTE: ; ; MAINTENANCE SAUCER ALL WOOD TO BE PRESSURE TREATED. / STRIP SEE LANDSCAPE PLAN AND/OR SITE PLAN %� MAINTAIN ORIGINAL GRADE OF FOR FENCE LOCATION. / ', '' � SHRUB BASE AFTER PLANTING= / �% %/% 3q ACOUSTIC FENCE 4 ACOUSTIC FENCE DETAILS ALL WOOL) TO BE FASTENED U11TH 159 / � SLOPE to -SEE 4/A-LI POT OR BURLAP FROM TOP IRi3 OF ROOT GALVANIZED FASTENERS. p 2„SLOPE j A-L1 SCALE: 1:25 SLOP , / i �-': I � / ./, '/� G�iBGRErEI BALL ' i ! OVER TRAMPED MOUND DOF PLANTING NLY ENTR SOIL. WORK 501L BETWEEN ROOTS TRUE NORTH CONSTRUCTION NORTH i SPAGESLAROUND SOIL INTO BALL ENTRY / / /:� 1630 j/ %! / \\\\/_I-111—I I E: COMMUITY ���/ / i ' / ' / A z I 1—I�I— PREPARED PLANTING 501E 3941Q�StreetEast, \/ Toronto,Ontarto III III 111 lI i l I \v ��\� 111 I II III 11 I MIXTURE AS SPECIFIED M5A IIM i I POLICING SCARIFY EDGES OF PIT Teh.4163645710 %. / ; — Feu:416.364.4662 CENTRE I 02 D A. —I 1 111 II I II'11 111 111 i II I II I I I i�I (I I=. PLANTING ISOILE O PREVENT Info®tbrowrwrchro III II I II I II I II I li III SETTLEMENT THOMAS 13ROWN COURTICE FIRE STATION No. 4 , . , /, =1 ►-1 HEAVY DUTY � i , ; EX.TREE ASPHALT z 0.40m DIA. 300 I 300 ARCHITECTS INC. MIN MIN PROFESSIONAL SEAL: q 29 SLOPE co I / ENTRY / 0 �X�� NOTE: 3 SHRUB PLANTING ALL DIMENSIONS ARE IN MILLIMETERS A—Ll SCALE: N.T.S. - � GAS METER IN D IS o SLO E -SEE ALSO M-2 EX.TREE 020m DIA. W I 2©a o o ENTRY I EX.TREE DWG TITLE: / SLOP ® C A POLES MAINTENANCE c % GONG. APRON 0.20m DIA• TRIP LANDSCAPE PLAN fi a2`�yNEW TOP501L AND SOD FACE OF BUILDING a f A�1 \ � TALK I � 300mm UJIDTH PROJECT: MAINTENANCE STRIP ?� z C HEAVY DUTY NEW TOPSOIL BLACK ALUMINUM EDGER COURTICE FIR E 0 A 2 AND SOD TO FINISHED FLOOR o BLEND INTO ELEVATION_�� 150mm TOPSOIL SOD STATION No. 4 10 EX15TINCT 150mm TYP. u GRADE I �;,INGS �,�y & COMMUNITY ILLUMINATED C I 150mm 15mm-100mm dia.ALGONQUIN D 56N C 4 TYP. 68.80 50 4 N 3' 40' W DEPTH RIVER ROCK POLICING CENTRE FILTER FABRIC EX-O/H HYD _ _ —�— e RELOCATED Iq°SLOPE —' — — — — EX:OiH }{YpRO — LOGAT�ED — — — — — — —CA Box 2611 TRULL'S ROAD HPBP/LS SLOPED CB S� HP/B!'/LS EX-CM HYDRO • Ex COMPACTED SUBBASE COURTICE, ONTARIO 4 MAINTENANCE STRIP DATE: oc-ce A-L1 SCALE: N.T.S. MAY 3, 2004 EX-CB lib I SCALE: 1:200 EX-MW PLANT LIST °�`W" PC EX-MH No. NAME CA SPR. ROOT REMARKS CHECKED BY: PEM DESIGNED BY: PEM EX-CB EX-CB FRAXINUS AMERICANA - "AUTUMN PURPLE" 80 ® ® — — — A 4 WHITE ASH 13RANCHINCx AT 1200 — _ — — DWG STATUS: EX-W — B 4 FRAXINUS PENNSYLVANICA - "PATMORE" $m TENDER ® GREEN ASH �-C8 PROJECT No.: 8 C 26 GOt�IUS ALKA " RGEN EO - �i SPACED AT 1f�ID0 o.c. 0210 1 LANDSCAPE PLAN DOGWOOD EX-FW A-L1 SCALE: 1:200 MEMEROCALIS "STELLA DE ORO" DRAWING No.: REVISION D 50 DAY LILY A-LI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - The Contractor sholl verify all dimensions TOP BARS TO BE STOPPED 66mm DEEP SAWCUT COMPLETELY prior to commencement of the work.ti- - - - - - - - - - - - - - - - - - - - - - - - - - - --- CLEAR OF SAWCUTS FILLED WITH APPROVED JOINT FILLER All prints and specifications are the 4 C) EL 131.50 190 0_1 PRE FABRICATED TO REQ'D LENGTH SEE SPECIFICATION property of the Engineer and must be 04 OR CUT ON SITE 190 returned upon completion of the work. S2-01 cD CONTINUOUS HIGH CHAIRS 50mm CLEAR Ln 40 CLEAR CO r2 4� SIZED TO SUIT, WIRED VIER ISSUE or REVISION I L SECURELY TO TOP & .' �r -01 / 1 2 BOTT. BARS 4 0 EL, 131.50 Lj I I I ... C) - - - - - - - - - - - - - - - No. Description Dote I S2-01 FRAMED SL63 . . . . . . . 1 ISSUED FOR BUILDING PERMIT -SEE SECTION F r- - - - - - - - F Uj 2 ISSUED FOR TENDER 5/04/04 FRAMED SLAB EL 1 C11 -SEE SECTION L 31,50 CONCRETE BLOCK NOTE: L. 7 MAX. SPACING OF WITH WIRE TIES _j - - - - - - - -Zl —- a- . T (TYPE CBW) F_ .7 A (*�72� 2 4 BOTT. TOP CHAIRS it /' Ln 290 �S2-01)` S2-01 390 - - - - - - II 1200 O/C rD 1 N.T.S, TYPICAL SAWCUT CONTROL of - - - - -'- - - - - 1 - -� - - - - - - -'l 1�' 1 `�I W) )Z- 7 -7 JOINT IN 200 SLAB ON GRADE IN APPARATUS BAYS V) 3 FOR JOINTS IN OTHER SLABS-ON-GRADE Uj 290 A SEE TYPICAL DETAILS 190 340 1 fill 390 S2-01 ' ' i o S2-01 I I O ' CO2 41 S2-011 I I �`' 01 '` ! I i S2-01 I . I EL. 131,50 r r Ln - - - - - - - - - - - - - - - - - —1 7 3 S2-01 S2-01 4 1 _� , 11 / I I ,,t 1 7 390 1 71 r - - - - - - - - - - C) _j A[ -15M T& /i L _j L )D 2 /* x 1500 LONG r2 's2 L_ _j 190 ' I I ` C9 i ' 1 s I I O I 1 1 i � I � .�' � 1 i : ` � Ln LO r;; 'I I I � I L t 3� TYPICAL SAWCUT DETAIL IN APPARATUS -01 290 1;f-- f I L BAY. I ' I 1 I F I � \ '1 I 1 1 1 ;' I 52-01 I I a0 I a0 L EL 131.50 I EL. 131.50 F +I 1 i 4 .77 I I I 1 I ( I / 1 o I I r5 SLAB THICKENING UNDER - - - - - - BLOCK PARTITIONS ABOVE ADD 2-15M T&B -SEE ARCH. FOR LOCATION C41 L _j L _j x 1500 LONG AND EXTENT. SEE ALSO 390 TYPICAL DETAIL. SEE SLAB-AN-GRADE TYPICAL DETAIL 1T-CO9 FOR TYPICAL CONSTRUCTION 3 34C JOINTS AN SAWCUT CONTROL JOINTS. Ab 01 1 - - - - - - - - - - - - –1– - - - - - - - - - - - - I / i i U') (TYPICAL) _j Lj 6 Y I I /I/ GEAR WASHER AND HOUSE ADD 2-15M T&B S2-01 KEEPING PAD. REINF. WITH x 1500 LONG 1 40 15M@300 T&BEW (SEE ARCH. FOR EXTENTS) OIL INTERCEPTOR -4 1 1 1 i ( I I ' 1 I I ;' / I PITS. (SEE MECH,) TRUE NORTH CONSTRUCTION NORTH 190 ADD D 2-15M TIB I `"y I i 1 • I ' / I / x 1500 LONG ' 1 I I K-6 ENOTNEERING LTD. DOWELS Stephenson I ( I I , I ' , -SEE FDN, SECTIONS SLOPE SLOPE SLOPE SLOPE 1 I , I I ���° ' �,��° (TYPICAL) Consulting Structural Engineers 1 Whitehom Road•T�to,Ontario •M33 308 t+416-635-9970•8416-635-9985 4--info@lteph�on-eng.com EL. 131.50 N- - - - - - - - - - - - - AD 'AR 190 I I i I- - - - o - _1 PROFESSIONAL SEAL: I ( I _ �— I I I I- - - - - - - - ---� 1 ';: i+ T rnl S2-01 - - - - oJ�� I I ri i t I I QRal�ssi®�9 6"* L _j 1 340 J.D SIPHENSON I ' I i ► ► , �Q I I LLJ 340 ADD 2-15M T&B I x1 500 LONG 390 390 340 F 3 DWG TITLE: I CF) I- - - - - M - - - - - _j EL. 131 50 I S2-01 FOUNDATION PLAN EL. 131.50 - - - - - - - - - - - - - t - - - - - - -- L J C� r5 L PROJECT: r6 F COURTICE FIRE FRAMED SLAB A -SEE SECTION STATION No. 04 340 _j __7 8 COMMUNITY S2-01 - - - - - - - - - - - - - - - - - - - - - - - - - - 190 POLICING CENTRE ., . .1 '.1 '.1 " / " .1 . I V �' ", , " ,/�' / / /' // ,, / / , .' I L x,11 In 2 - — - - — - - — - - — - — - - — - - — - - — 7 - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ADD 2-15M T 2611 TRULL'S ROAD EL. 131.50 S2-01 290 COURTICE, ONTARIO x 1500 LONG DATE: OCTOBER 2003 SCALE: 1:50 U/N 390 ! I ( S2-01 I '•/ I I / I WHERE MECHANICAL SERVICE PIPES PASS THROUGH DRAWN BY: XX INDICATES COL. No. O A.E. LOAD BEARING FOUNDATION WALLS PROVIDE STEEL Ln REFER TO COLUMN SLEEVES (MIN.) 500) LARGER THAN PIPE (TYPICAL) CHECKED BY: G.E./ LOCALLY STEP DOWN FOOTING TO SUIT INVERT % SCHEDULE (TYPICAL) LLJ LLJ ELEVATION AS REQ'D, C14 DESIGNED BY: - - - - - - - - - - - - - t c' F- — — — — — — — — — — — — - - - - - - - - - 41 A.M. 77 7 .7 7 11/'// IT7=77 L - - - - - - - - - - - - - - - - - - - - - X DWG STATUS: 416 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 39 IF - - - - - - - - - - -♦FOUNDATION PLAN 1:50 EL. 131.50 EL. 131.50 TENDER - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 SEE DRAWING S1-03 FOR FOUNDATION PLAN NOTES. EL. 131.50 PROJECT No.: 2 SEE DRAWING S1-03 FOR SITE PREPARATION NOTES, x 77-7' -4' ' 11 3 REFER TO DRAWING 51-04 FOR COLUMN & FOOTING, POST, CONCRETE - - - - - - - - - - - - - - I r F_ - - 10 u, r 7 -j )1L _ MIX SCHEDULES, 131.20 F EL, 131. 111 2003080 4 SEE DRAWING S1-03 FOR DESIGN CRITERIA NOTES. 1 1 y01 1 DRAWING No.: S1-®1 REVISION A ' L - - - - - - - -J NIB S2-01 APRO <,_' R1 WL3 (Low) LOAD BEARING WOOD STUD WALL FRAMING NOTES The Contractor tocommenncement all dimensions wo�k'ns prior All prints and specifications are the • ,' ;• �''' '" a '' q ti �' "'"' -' " �' ` .n 4 4 4' ' 1, CONFORM TO THE REQUIREMENTS OF PART 4 OF THE ONTARIO BUILDING CODE (O.B.C). property of the Engineer and must be 2. UNLESS OTHERWISE NOTED WALL STUDS ARE TO BE No. 2 GRADE SPF. returned upon completion of the work. 3. UNLESS OTHERWISE NOTED WALL STUDS ARE TO BE 38x140 @ 400 (2x6 @ 16°) I I 1 r 4. UNLESS OTHERWISE NOTED PROVIDE 1-38x140 (2x6) BOTTOM WALL PLATE IN ALL CASES. 1 I t - N� j I R6 ISSUE or REVISION 5. UNLESS OTHERWISE NOTED PROVIDE 2-38x140 (2x6) TOP WALL PLATES IN ALL CASES, ! 6. JOINTS IN TOP PLATES SHALL BE STAGGERED NOT LESS THAN ONE STUD SPACING. S3-01 No. Description Date 7, TOP PLATES SHALL BE LAPPED AT CORNERS AND INTERSECTIONS OR TIED WITH GALVANIZED STEEL STRAPS AND NAILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE O:B:C. WL5 (LOW) 1 ISSUED FOR BUILDING PERMIT 9/30/03 ( ! 8. BOTTOM WALL PLATES BEARING ON CONCRETE OR MASONRY FOUNDATIONS OR AT EXTERIOR LOCATIONS SHALL 10mm JAMB PLATE j 2 ISSUED FOR TENDER 5/04/04 CONNECT STUD WALL TO HORIZ. BRIDGING & CONNECT STUD WALL TO , I BE PRESSURE TREATED OR PLATE IS TO BE PROTECTED BY A MIN. 6 MIL POLYETHELENE VAPOUR BARRIER. j I & EXTENSIONS SEE ! MASONRY WITH 120 ANCHORS VERT, X-BRACING MASONRY WITH 120 ANCHORS I 9. UNLESS OTHERWISE NOTED CONNECT BOTTOM WALL PLATES TO MASONRY OR CONCRETE WITH A ! Q�1. 1 I 41• @ 600 0/C VERT. (TYP,) @ 600 0/C VERT, i MIN, 120 x 400 LONG @ 1200 CENTRES MAX. ANCHOR BOLTS (1/2'x16" @ 48" 0/C). PROVIDE A MIN. OF j ( ARCH, (TYPICAL) e1 2 ANCHOR BOLTS PER LENGTH OF WALL PLATE. I I ! I = I R4 I 10, UNLESS OTHERWISE NOTED PROVIDE A MIN. OF 2 STUDS IN THE JAMBS OF ALL OPENINGS THROUGH ; - "- ----�"- ---�- -- -"- ----�-- - -? s I — — — — — — — — — — — — — — = — STUD WALLS & AT CORNERS & INTERSECTIONS. S3-01 i j 11. STUDS SHALL BE CONTINUOUS FOR FULL STOREY HEIGHT EXCEPT AT OPENINGS, SPLICING IS NOT PERMITTED. = 12. UNLESS OTHERWISE NOTED NOTCHING AND DRILLING OF STUDS IS PERMITTED ONLY IN ACCORDANCE WITH THE /' I ! I REQUIREMENTS OF THE O.B.C. j ' I I ! ; I I :.� j 4 2xI2 13. PROVIDE DIAGONAL BRACING & MID-HEIGHT BLOCKING (MINIMUM) FOR ALL STUDS UNLESS AT LEAST ONE SIDE IS SHEATHED. SLOPE 14. UNLESS OTHERWISE NOTED WALL SHEATHING SHALL BE 10mm (3/8") EXTERIOR GRADE FIR PLYWOOD. REFER TO Q� , i! h ! TYPICAL DETAIL FOR INSTALLATION AND NAILING PATTERN. I x !M ° ¢ STANDARD ANCHORS ! -' 15. REFER TO ARCHITECTURAL DRAWINGS FOR CLADDING, SHEATHING MEMBRANE AND CLADDING ANCHORAGE DETAILS. HORIZ. BRIDGING & w oo ! I 3 ALL COLS./MASONRY i 16. SEE TYPICAL DETAIL 1T—WOl/S4-02 FOR SHEATHING NOTES. ; VERT, X—BRACING o Iv , ! _ (TYP,) N �Io SEE TYPICAL DETAIL r R5 R1 '—lo %•• DRAWING. ! o� S3-01 PRE-FABRICATED WOOD_ ! i TRUSSES 00 0/C MAX L¢,` �, t �' Qti °�I� `~ METRIC EQUIVALENTS FOR I NOTE: WL4 (HIGH)I ;' "' ! REFER TO ARCHITECTURAL �i I F ® ; ' DRAWINGS FOR ROOF i i _ GIRDER - - - - - - ;, i { x I ! W2oox2, COMMON WOOD RAMIN MEMB W310x31 - - _ - OVERHANG DIMENSIONS �Q'` .Ps j C8 '; NOMINAL IMPERIAL ACTUAL METRIC EQUIVALENT •' ' i ! �f- i • C3 C9 (AS SHOWN ON DRAWINGS) 290 R12 ' - S1D04 - ----- ----- - 2 x 4 38 x 89 SIM. w ! j °' I ti o I o 2 x 6 38x140 5 i R12 ° Q v • 1-15M VERT. @1200 O/C FULL HEIGHT REINFORCING GROUTED IN <`=k SOLID. REINFORCING TO BE LOCATED I BLOCK CORES TO AVOID -`> ! 53-02 ° ° 0O �, a I N1 \ 2x8 38x18 LINTEL BEARINGS. TYPICAL WHERE SH WN REFER TO TYPICAL DETAILS °o ' .N (U .0,) aw g ofJ A& 2x10 38x 35 ! �I� + K I a_ � , ! 2x12 38x286 i ? I R2 MECH. ROOF TOP UNIT i R2 0' '!' ANGLE BOLTED - i Wt=365kg ,' TO WALL. 4 x 4 9 x 89 ----- �. -n I CONT. ANGLE SEE TYPICAL DETAIL 1T-S05 , _ __ -SEE SECTION ' J! -SEE SECTION FOR TRIMMING SUPPORTS 2.03kPa 2 QUA ' SPACES ! 6 x 6 140x140 ' ! _ R14 W41 x46 I I W360x33 I I W41Ox54 , ! EL X-�------------ ---- --------- ----------- ------- ----- -- -----------------!------- -- -----------'----------- -------- - ----- ------ °_wj 1 , , , ' I I � J f; C130x10 I I ( ELEV. X I 1 38 S3-02 v I • /yo ! I SLOPE ';` ! o V, I I I ��pt Aa I I I G` , I 2 EOU!# SPACES i i o a I ( I I I 1 V?' I ' I ' o,¢ ;• al + o o� o Q o o �'� 1' vo + s l w — w o y i ! ,y, o 0 I I I I w i s•. I I I 1 I ° ° 1 I I F TOP UNIT I I °o � MECH. R00 ! �A R13 - — I I —r �I�_ � SEE TYPICAL DETAIL 1T-S05 0 •'�; S3 02 x 13 E UAL SPACES / ! I UAL SPACES 2 EQUALI SPACES / 2 Et�UA SPACE FOR TRIMMING SUPPORTS a� ! I o i x , f i I I I I I �x -do- CONT. ANGLE TRUE NORTH CONSTRUCTION NORTH -38 I � ( � ! , --� - -SEE SECTION 38 x 0.7 BNT STEEL R DECK ; ; ;. ,' A M A W ! R10 R9 A I AM (A SL O J ! ..J Stephenson INEERING LTD. Q� 3 I I I I N .�, 3400 I � , , , 400 � ! 1 I I I i I I I 390 comulntng S=uccural Engmeen R 13 �., , ACCUMULATED SNOW , , ACCUMULATED SNOW 1 wtuar�no.a.Totem,oa,tnio•Id3J 3cae 1 (. F' - x I C130x10 DIAGRAM 200 MIN. ' 'DIAGRAM A i I i R7 , •% I n416-635-9970•fi416-635-9983•a�nfoC�eoep6meon-engoom ' f S3 02 al $ ! _ ELEV. X I I I ! - I ELEV. X I I I S3-01 53-02 i I 390 Y ,. ' ---------- ----------- ----------------------- ! - r---------- T— PROFESSIONAL SE I S C5 TR1 W310x3t W310x31 C 0x21 S3-02 SLOPE j j Qearl sia�A! j i. R11 t _ _ _ _ _ _ _ _ _ _ PRE-FABRICATED W D _ _ _ _ _ _ _ _ _ " ` C2 I ! \ " I3 I ? L`' - CON T, 2-2x10 LEDGER ' ' y ! ! WOOD x. , o X O I I z o ,%' y: , ; &STEPHENSON 5 1 i O1� ECH ROOF TOP UNIT o m BOLTED TO WALL S3-02 I TRUSSES @600 0%C MAX. M 0 xi. ' ' �` CONT. ANGLE Wt=320kg ! I� GRATING = ( °�e C) I _ C200x21 -SE SECTION �I -SEE SECTION SEE TYPICAL DETAIL 1T-S05 _ -SEE ARCH. `•' `£ a1 �� FOR TRIMMING SUPPORTS - ! a ��°� i c I R3 �QF� I SIM, DWG TITLE: I ... i I R12 3 I-- ---- ---� -- -a-- 1-- --- - ' ----- - S3-01 --- I! I ��� i. I - -L- - -- - 2.0 S3-02 LOW ROOF 3-2x12 ! i HORIZ. BRIDGING ML ; PROJECT: ! VERT. X-BRACING HORIZ. BRIDGING & C6 ANGLE BOLTED (TYP.) j 1 VERT. X-BRACING I ( TO WALL, 3 I I i (TYR) � 2.03kPa -SEE SECTION a COURTICE FIRE i - ' ' STATION No. 04 CONT, ANGLE I 1st PANEL DINT BOTTOM g Q a -SEE SECTION , CHORD BRA TING. (TYP.) M J Q J & COMMUNITY v I v T&B CHORD BRIDGING, SEE °�o °�o NOTES AND TYPICAL DETAILS , �" • '" I POLICING CENTRE s I 1 Q` m l m ' Fa. I 2611 TRULL'S ROAD ! r !y.— a ,t. . .,� _ Y �' ——— // LL'W LL I W J / y IIYLt WL1 S3-01 Uj � a' _ _ PRE-FABRICATED WOOD _ :`� _ _ COURTICE, ONTARIO 0- cy- �, TRUSSES 00 0/C MAX. CONNECT STUD WALL TO CONNECT STUD WALL TO , , • `// j DATE: MASONRY WITH 120 ANCHORS R6 MASONRY WITH 120 ANCHORS I I OCTOBER 2003 @ 600 0/C VERT, S3-01 @ 600 0/C VERT. I o ' o i o ( � SCALE: t.50 U N ( I � / '/ / ^ Q I J O j I DRAWN BY: A.E. LOW ROOF FRAMING PLAN 1:50 '���--- I ' 3400 - • ► CHECKED BY: R12 /� STANDARD ANCHORS i / ; G.E./ ' ACCUMULATED SNOW % ALL COLS./MASONRY i ! 1 SEE DRAWING S1-03 FOR LOW ROOF FRAMING PLAN NOTES. R11 , S3-02 , � ; ...: I '` I LOAD DIAGRAM ASL) SEE TYPICAL DETAIL i DESIGNED BY: 2 SEE DRAWING S1-04 FOR WALL PLATE, POST, LINTEL AND COLUMN SCHEDULES. ! Q � :'�,, I , 3 SEE DRAWING S1-04 FOR HOLD DOWN ANCHOR KEY PLAN, ! S3-02 I DRAWING. �- ! A.M. DWG STATUS: 77 v "tiJ � _ � .. .' ks-.r z ,,- •rs+'i•-..SCR'-- L.c - -r3 ..„ T '.a;::,,�t. " ` ,./ �� j _ TENDER :.. ; :_. WALLS SHADED AS THUS REQUIRE '� I � 240 j � ' 240 L2 XX - INDICATES COL. N0. CONT, LINTEL BLOCK BOND BEAM ; I PROJECT No.: REFER TO COLUMN (SEE SECTIONS) I L2 I _ _ _ _ _ _ - —_ _ _ _ _ _ _ _ _ _ 2003080 SCHEDULE (TYPICAL) - - --- -- ---1 DRAWING No.: REVISION 4 c, S1-02 R1 The Contractor shall verify all dimensions LINTEL L AT prior to commencement of the work. All prints and specifications are the R15 ROUND LOUVRE R16 property of the Engineer and must be METRIC EQUIVALENTS FOR 15M VERT. @1200 0 C APPROX. HOOKED IN BOND BEAMS S3-02 ABOVE 53-02 returned upon completion of the work. / ( ) GABLE END TRUSS COMMON WOOD FRAMING MEMBERS FULL HEIGHT NBLOCK REINFORCING 0 ESOTOEDAVOID SOLID. LINDTELR BEARINGS, TO MOMENT CONNECT MOMENT CONNECT C� (Mf = f40 kN.m) C�1 (Mf = f40 kN.m) ISSUE or REVISION TYPICAL WHERE SHOWN REFER TO TYPICAL DETAILS. (U.N,O.) HSS 2540524.4 t BENT PLATE HSS 2M540524.4 + BENT PLATE NOMINAL IMPERIAL No. Description Date ACTUAL METRIC EQUIVALENTS POSTS ABOVE (AS SHOWN ON DRAWINGS) - _ SEE ROOF PLAN f ;• _. _ _ 1 ISSUED FOR BUILDING PERMIT 9/30/03 -'� AND DETAILS. 2 x 4 38 x89 h*~r I :., F3;4 2 ISSUED FOR TENDER 5/04/04 (TYP ) CO NT. BO N D BEAM ABOVE SEE SECTIONS BRACKETS SEE 2 x 6 38x140 1 HSS 152x102x6.4 ! P i , R16/S3-02 (TY�.) - _ i j `�` i 2x6 HORIZONTAL BRACES ,�, -�:...;. __ • � TR1 I 2x8 38x184 ~; /yo C2QOx21 5: TR1 2x6 0600 RAFTERS AND TOPS OF BOTTOM CHORDS. TYP,) + 2x6 0600 CEILING ! I I I I I I S3-02 2 10 38 x 235 i ! "" i i ,•' - - _I - �- - �`� i JOISTS (TYPICAL) x f �; 1� yip �,�0 ..^t � i � � I I � � I i •., I I 2 x 12 38 x 286 I ' I ' .' - - -� - - i- - - �� ' i I } R10 Tom`' ROOF TRUSSES TO BE DESIGNED FOR THE LOAD I , , I I , I , r° i S3-01 �Q "`T i x OF OVERHEAD DOORS INCLUDING MOTORS, TRACK C200x21 GRATING co �\ +� N 4 x 4 89 x 89 ' I ' ' ' R '° ' SIM. -SEE ARCH. o ° r''X ` CN �O y X AND IMPACT ETC. CONTRACTOR IS TO CO-ORDINATE 3- ' ; �. - - -' - - I- ' o iA X 16mmO THREADED STUDS `L BETWEEN THE DOOR SUPPLIER BEFORE SUBMITTING Ln WELDED TO TOP OF BEAM 6 x 6 140 x 140 (TYPICAL n TRUSS SHOP DRAWINGS ALL DOORS I , I I HSS 254x152x6.4 ' 15M VERT. REINF. TYPICAL WHERE SHOWN ) I I I I , I I g i HOIST BEAM W200x21 ! ' - - - FULL MOMENT CONNECTION GROUTED IN SOLID N = THUS ON PLAN .kF° ' ' ,' - -; �- - ! I � � � i � EACH END TO COLUMNS � I � ��: I� TYPICAL WHERE SHOWN = I =_i I I (Mf= ±40 kN.m) I ` HSS 152x102x6.4 I 'r r �« FULL HEIGHT 600 MIN. - - - I , XX - INDICATES COL. No. i j 2?` I ' �� �.�-------------------------------------� �------------------------------------�.� �`' BETWEEN �' LOUVERS REFER TO COLUMN SCHEDULE TYPICAL HSS 102AOM.4 POST SEE SECTION AND DETAILS (TYPICAL) ! ' f` ' - WALLS SHADED AS THUS REQUIRE I `± 4w, ! I CONNECT TO WALL ! ,• WITH 2-16mmrb A,BOLTS i ' CONT. LINTEL BLOCK BOND BEAM TYPICAL HOSE TOWER RACK HOSE TOWER ROOF (SEE SECTIONS) M -- - _ - - - ._. , LEVEL FRAMING PLAN 1:5G FRAMING PLAN 1:50 1 SEE DRAWING S1-04 FOR WALL PLATE, POST, LINTEL AND COLUMN SCHEDULES. ALLOW FOR SUSPENDED FANS W=11%9 EACH & SUSPENDED I ° = DESIGN CRITERIA HEATERS W=200kg EACH - { I ' ! .t I i 1.0 GENERAL 1,1 THE PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1997 OBC (O.REG. 403/97 AS AMMENDED). INCLUDING CLAUSES 4.1.7.1(1), 4.1.7,3(3), 4.1.8 AND 4.1,9. 1.2 MISCELLANEOUS METAL AND STAIR FABRICATORS SHALL: , 1. PROVIDE SHOP DRAWINGS TO THE ARCHITECT PRIOR TO FABRICATION, STAMPED, SIGNED AND DATED BY A PROFESSIONAL ENGINEER. 2. DESIGN ALL GUARDS TO MEET LATERAL LOADS DESCRIBED IN OBC 4.1.10 3. DESIGN ALL HANDRAILS TO MEET LOADS DESCRIBED IN OBC 3.4.6.4(9). NOTE: R9 4. DESIGN ALL STAIRS TO SUPPORT A MINIMUM LIVE LOAD OF 4,8 kPa. H O REFER TO ARCHITECTURAL I " SLOPE - _ _ _ _ _ - - SLOPE == i HI ROOF FRAMING PLAN NOTES 1:50 S3-Q1 h DRAWINGS FOR ROOF 2.0 LATERAL LOADS ON STRUCTURE OVERHANG DIMENSIONS 1 SEE LOW ROOF FRAMING PLAN NOTES #5, AND 21 TO 32 INCLUSIVE. - 2.1 WIND q=0,64kPa q 1/100 I DOUBLE NAILER Ce=(h/10)'/SNOT LESS THAN 0.9 ! I ry• + 2-TR1 HOLD-DOWN � j rz Cg=2,0 I ! r, . ANCHORS EACH TRUSS R10 " - AT EACH END. I Cp=AS PER FIGURE 814 OF USER'S GUIDE - NBC 1995 STRUCTURAL COMMENTARIES (PART 4), I S3-01 PRE-FABRICATED WOOD 2.2 EARTHQUAKE � = , - - - - - - - - - - - - - - - - - - - - - - - -- - - - - II , I ° TRUSSES @600-7/7C MAX. Za= 1.0 I ! �; ! TRUE NORTH CONSTRUCTION NORTH V= 0.05 - - - - - - - - I ! 1= 1.5 I F= 1.0 fI It R= 1,0 3.0 FOUNDATION WALLS - - ! ` = I I Stephenson I INEERING ITD. I u a; , r a •; BUILT-UP 3.1 WALLS RETAINING EARTH ARE DESIGNED TO SAFELY WITHSTAND HORIZONTAL EARTH PRESSURE P=K(Wt,h+q) TR1 I ' `� CRICKET ABOVE ¢+; K=Q.5 LOW ROOF FRAMING PLAN NOTES 1:50 ; j ;' ,�, � •". -SEE ARCH. ' I cotsuk{ng str�,cwrat engineers 3 53-02 I I ,! ' '• , \',\\.•\' -_ _ _ _ _ _ ..' , I 1 Whitehorse Road•Toronto,Ontario•aa3J 308 Wt= 20kN/m r ` \ ••�•.* I c 416-635-9970•f 416-635-9985•c 1nf)6nephenson-eng.rom 1 TOP OF STEEL ROOF DECK AT TO BE 0.0 BELOW ROOF DATUM ELEVATION +3238 q= 12 kPa 2 TOP OF STEEL BEAMS TO BE 138mm BELOW TOP STEEL OF DECK EXCEPT AS SHOWN THUS 438 :�.'.. . h= DEPTH IN METRES ON PLAN. I ; / . ';! ;.' ,•y \`\\\\\`;`'.�� \ -- - - - - - - 3.2 THE WALLS HAVE BEEN DESIGNED ASSUMING FREE DRAINING BACKFILL OR THE USE OF A DRAINAGE CORE TO PREVENT I i PROFESSIONAL SEAL: 3 OWSJ SHOES TO BE 100 mm DEEP UNLESS NOTED, THE BUILD-UP OF HYDROSTATIC PRESSURE. I _ 4 FOR LOADING NOTES SCHEDULE ON DRAWING S1-04, 5 STEEL ROOF DECK SHALL BE DESIGNED TO SUPPORT SPECIFIED TOTAL DEAD AND LIVE LOADS. MINIMUM `If BASE NOMINAL THICKNESS (BNT) OF STEEL DECK SHALL BE 0.76mm. � ' 6 STEEL ROOF DECK SHALL BE INSTALLED FOR DIAPHRAGM ACTION IN ACCORDANCE WITH THE - �j C� .y;� J.D.STEPHENSON A FOUNDATION PLAN NOTES 1:50 RECOMMENDATIONS OF THE CANADIAN SHEET STEEL BUILDING INSTITUTE AND TYPICAL NOTES. 7 OPEN WEB STEEL JOISTS SHALL BE DESIGNED TO SUPPORT SPECIFIED TOTAL DEAD AND LIVE LOADS. IN ADDITION, OWSJ SHALL BE DESIGNED FOR ADDITIONAL LOADS SHOWN ON PLAN, AND FOR POINT LOADS OF 3400 1 TOP OF SLAB-ON-GRADE TO BE 0.0 BELOW FINISHED FLOOR DATUM ELEVATION 133.50m EXCEPT AS NOTED, ; ; �' - ;'�% ! a• ?'e - - - - - - - - i BRACING AND MECHANICAL EQUIPMENT, IN EXCESS OF 0.66kN PER JOIST, TOS = TOP OF SLAB. 8 'W' NOTED AGAINST OWSJ INCLUDES TOTAL SERVICE LIVE AND DEAD LOADS IN KILONEWTONS PER LINEAL -- _ - -=-- m ACCUMULATED SNOW 2 FOOTINGS SHALL BEAR ON NATIVE UNDISTURBED SOILS CAPABLE OF SUSTAINING A MINIMUM OF 150 kPa. -t I, za, METRE, INCLUDING ASSUMED JOIST SELF WEIGHT AND EXCLUDING ALL ACCUMULATED SNOW LOADS. I , LOAD DIAGRAM 3 REFER TO THE SOIL REPORT TT/23864 DATED OCTOBER 17, 2003 PREPARED BY AMEC 9 JOISTS AND BEARING ANCHORAGES SHALL BE DESIGNED TO RESIST UPLIFT DUE TO WIND AS REQUIRED BY i i - - - - - - Y=: ; ; DWG TITLE: 4 SOIL AT THE UNDERSIDE OF THE FOOTINGS IS TO BE INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE ONTARIO BUILDING CODE AND IN NO CASE LESS THAN THE GREATER OF THOSE INDICATED ON PLAN '=` _; A SOILS CONSULTANT BEFORE PLACING CONCRETE. OR 0.48kPo NET UPLIFT. Y _ _ _ _ _ _ _ , HIGH ROOF 5 REFER ALSO TO SITE PREPARATION NOTES ON THIS DRAWING. 10 OWSJ SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS AND CALCULATIONS '± '�. 6 CO-ORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND REPORT ANY DISCREPANCIES TO BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN ! I t FRAMING PLAN ENGINEER PRIOR TO PROCEEDING WITH ANY WORK. SHALL BE SUVMITTED FOR REVIEW PRIOR TO FABRICATION AND ERECTION. ! I _ _ _ _ _ _ _ _ I t 7 UNDERSIDE OF WALL FOOTINGS TO BE AT ELEVATIONS AS NOTED ON PLAN. 11 PROVIDE CONTINUOUS TOP AND BOTTOM CHORD BRIDGING FOR OWSJ IN ACCORDANCE WITH CSA516,1 IN NO 8 SDF = STEP DOWN FOOTING. I -^: ' CASE LESS THAN AS SHOWN ON PLAN. f ~ ! I PROJECT; 9 UNLESS OTHERWISE SHOWN, ALL WALL FOOTINGS TO BE 200 mm DEEP WITH 100 mm PROJECTIONS EACH SIDE, 12 PROVIDE BOTTOM CHORD BRACING FOR ALL JOIST SUBJECT TO NET UPLIFT IN ACCORDANCE WITH ! 10 FILL REQUIRED ON BOTH SIDES OF FOUNDATION WALLS SHALL BE PLACED AND COMPACTED SIMULTANEOUSLY I ' I C 0 U RT I C E FIRE CSA-S16.1 AND AT LEAST AT EACH END OF JOISTS NEAR THE FIRST BOTTOM CHORD PANEL POINT. ON EACH SIDE TO EQUALIZE SOIL PRESSURE. BRIDGING CANNOT BE CONSIDERED AS BRACING. I I ��;. 11 PROVIDE SLAB DEPRESSIONS AND SLOPES, OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, 13 'TJ' NOTED AGAINST OWSJ DENOTES "TIE JOIST" I.E. EXTEND BOTTOM CHORD AND CONNECT TO SUPPORT. R9 AS REQUIRED BY THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. 14 LOCATION OF MECHANICAL EQUIPMENT AND MECHANICAL EQUIPMENT LOADS ARE TO BE CONFIRMED BY S3-01 STATION N0. 04 12 THE PROJECT SUPERINTENDENT MUST CONTACT THIS OFFICE 24 HOURS PRIOR TO PLACING STRUCTURAL I : x ______ MECHANICAL CONTRACTOR BEFORE STRUCTURAL STEEL IS FABRICATED. REFER TO MECHANICAL DRAWINGS. W `r----------------------------------- ------------------------------------- CONCRETE INCLUDING STRIP FOOTINGS. I ! ':''=' i. I I ,'I MECHANICAL EQUIPMENT AND PIPING MUST BE HUNG FROM OWSJ PANEL POINTS AND HANGER SPACING -- -' - - - - - �' ' z„ ' & COMMUNITY 13 GENERAL SLAB-ON-GRADE IS 100mm THICK REINFORCED WITH SYNTHETIC FIBRES REFER TO SPECIFICATION . I 1 ; SHALL NOT EXCEED 3,0 m. i ` �. I ' ' ' I '. I I I HSS 254x152x6.4 11 EXCEPT AS NOTED. 15 FRAME ALL ROOF OPENINGS AND MECHANICAL UNITS AS SHOWN ON TYPICAL DETAIL UNLESS NOTED, j fy. ' I I , 14 SEE TYPICAL NOTES, TYPICAL DETAILS, AND ALL OTHER DRAWINGS. i I I I FULL MOMENT CONNECTION POLICING CENTRE 16 SUBMIT DETAILS FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON STRUCTURAL DRAWINGS TO I ' - - -i - - i- - - EACH END TO COLUMNS STRUCTURAL CONSULTANT FOR REVIEW. i ' , , , 17 'M' DENOTES MOMENT CONNECTION. I 1 II IT PREPARATION N T F R SLAB-ON-GRADE 18 MOMENT CONNECTIONS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS ( ' i - i _ _ i i i I 2611 TRULL'S ROAD SITE NOTES 0 ?� - '- - - ' AND CALCULATIONS BEARING THE STAMP AND SIGNATURE OF THE REGISTERED PROFESSIONAL COURTICE ONTARIO ENGINEER RESPONSIBLE FOR THE DESIGN SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION AND ' I ' ' I (WITHIN BUILDING ENVELOPE) ERRECTION, ( I - I _ _ I I ' ' I ' . - -I I- - . ' I � DATE: 19 AN INDEPENDENT INSPECTION AND TESTING COMPANY IS TO INSPECT STRUCTURAL STEEL AND STEEL ' �� ' ' .' ' ' OCTOBER 2003 1 THE AREA WITHIN THE BUILDING SHALL BE STRIPPED OF THE UPPER LAYER SOIL, FILL, ORGANICALLY DECK IN THE SHOP AND IN THE FIELD FOR WELDING, CONNECTIONS, BOLT TORQUES, AND GENERAL CONTAMINATED MATERIAL AND RUBBLE AND TO A MINIMUM OF 200mm (8") BELOW THE UNDERSIDE OF I 1 i ' `� -_ _i _ _ i_ _ - .' i i I ( SCALE: THE SLAB ON GRADE, CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. 1:50 USN 20 TOP OF ROOF SHEATHING SLOPES, REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS. 2 THE EXPOSED SUB-GRADE SHALL BE EXAMINED AND APPROVED BY THE SOIL CONSULTANT. ' i I ''• i i �'' 21 UNLESS OTHERWISE NOTED, ROOF SHEATHING SHALL BE 12mm (1/2") EXTERIOR GRADE FIR PLYWOOD. 3 THE ENTIRE AREA SHALL BE PROOF ROLLED WITH A HEAVY COMPACTOR TO A MINIMUM OF 95% STANDARD , ; , ' I DRAWN BY: A.E. 22 PROVIDE H CLIPS AT ALL UNBLOCKED EDGES OF ROOF SHEATHING. ` -- -' - - ' - - ' ' ' PROCTOR MAX. DRY DENSITY AND TO THE APPROVAL OF THE SOIL CONSULTANT, ' ' ' ' `. ' ' � ' I 23 REFER TO TYPICAL DETAIL FOR INSTALLATION AND NAILING PATTERN. ' ' ' BRACKETS SEE 4 ANY LOOSE OR SOFT SPOTS ENCOUNTERED SHALL BE SUB-EXCAVATED AND BACKFILLED WITH COMPACTED 24 ALL PREFABRICATED WOOD TRUSSES ARE TO BE DESIGNED BY A PROFESSIONAL ENGINEER. SHOP DRAWINGS ' ' R16/S3-02 (TY,t.) `. ' ' I I CHECKED BY: / APPROVED MATERIAL. I . I I ' I G.E. BEARING THE STAMP OF THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN SHALL BE SUBMITTED 5 FILL REQUIRED TO RAISE THE GRADES SHALL BE COMPRISED OF APPROVED GRANULAR 'B' MATERIAL PLACED IN SUCCESSIVE LOOSE 200mm(8") LAYERS EACH COMPACTED TO AT LEAST 98% OF ITS STANDARD PROCTOR FOR REVIEW BY THE CONSULTANT PRIOR TO FABRICATION OR ERECTION. ! I DESIGNED BY: MAXIMUM DRY DENSITY, EXCEPT APPARATUS BAYS SHALL BE 100% STANARD PROCTOR MAXIMUM DRY DENSITY 25 CONTRACTOR SHALL INSTALL TRUSSES, BRIDGING, BRACES AND BEARING PLATES IN STRICT ACCORDANCE I ;,''. i A.M. 6 THE LAYER IMMEDIATELY BELOW THE SLAB-ON-GRADE SHALL BE 150mm 6") OF GRANULAR 'A' COMPACTED WITH THE TRUSS MANUFACTURER'S REVIEWED SHOP DRAWINGS. i t ''' MIA ( 26 ALL WOOD FRAMING TO BE N0, 2 GRADE SPF UNLESS NOTED, DWG STATUS: TO MIN. 100% STANDARD PROCTOR MAX. DRY DENSITY. 27 APPROVAL MUST BE OBTAINED FROM THE CONSULTANT FOR ALL OPENINGS OTHER THAN THOSE SHOWN HSS 254x152x6.4 + BENT PLATE HSS 254x15244 + BENT PLATE TENDER 7 ALL PROCEDURES, EQUIPMENT AND MATERIALS SHALL BE APPROVED BY THE SOIL CONSULTANT WHO SHALL ON DRAWINGS, CONDUCT SUFFICIENT TESTS TO ENSURE THAT THE SPECIFIED MATERIALS AND DENSITIES ARE ACHIEVED. 28 PROVIDE ALL CONNECTORS, NAILS AND FRAMING ANCHORS AS REQUIRED. 4 MOMENT CONNECT 6 MOMENT CONNECT 8 THE CONTRACTOR SHALL CO-ORDINATE WITH THE SOIL CONSULTANT AND ARRANGE A SUITABLE PROGRAM 29 ALL WORK SHALL CONFORM TO PART 4 OF THE ONTARIO BUILDING CODE. (Mf = ±40 kN,m) (Mf = ±40 kN,m) PROJECT No.: FOR SAMPLING AND INSPECTIONS, ETC, AND NOTIFY THE ARCHITECT ACCORDINGLY, 30 NON-LOAD BEARING PARTITIONS SHALL BE A MINIMUM OF 25 mm CLEAR OF STRUCTURE. LINTEL L AT GABLE END TRUSS 200300 9 EXISTING ON-SITE MATERIAL MAY ONLY BE USED WITHIN THE BUILDING AREA FOR BACKFILLING IN TRENCHES ROUND LOUVRE AGAINST FOUNDATION WALLS OR UNDER SLABS-ON-GRADE WITH APPROVAL IN WRITING BY THE SOIL CONSULTANT. 31 SEE LINTEL SCHEDULE ON DRAWING S1-04. ABOVE 10 REFER TO THE SPECIFICATION & THE SOIL REPORT FOR PREPARATION OF AREAS OUTSIDE THE BUILDING 32 SEE TYPICAL NOTES, TYPICAL DETAILS, COLUMN AND FOOTING SCHEDULE AND ALL OTHER DRAWINGS. R16 R15 DRAWING No.: REVISION ENVELOPE, S3-02 S3-02 51-03 The Contractor sholl verify oil dimensions prior to commencement of the work. POST SCHEDULE All prints and specifications are the STEEL COLUMN & FOOTING SCHEDULE LINTEL SCHEDULE MECHANICAL LINTEL SCHEDULE property of the Engineer and must be returned upon completion of the work. BOTTOM TOP REFER TO LINTEL NOTES 1T-AO6 ON TYPICAL DETAIL DRAWINGS COLUMN MARK MATERIAL HOLD DOWN HOLD DOWN REMARKS LINTELS IN LOAD BEARING WALLS OVER MECHANICAL DUCTS ETC. _ N°� C1 C2 C3 C4 C5 C6 C7 C8 C9 C1 C11 C1 1 14 C16 C1 C18 ISSUE or REVISION COLUMN ANCHORS ANCHORS DATA 2-2x6 KING POST MARK MATERIAL TYPE REMARKS MARK WALL GEAR MATERIAL TYPE NOTES No. Description Dote C P1 1-2x6 JACK POST NA N/A 3-2x6 THICKNESS SPAN p i yyLl 1 ISSUED FOR BUILDING PERMIT 9/30/03 3-2x6 KING POST + L125x9Ox8 (LLV) LOOSE ®L MI-1 190 200-550 175x8 PLATE C P2 N/A 2-LTS12 2 ISSUED FOR TENDER 5/04/04 Uj 1-2x6 JACK POST -D HIGH ROOF 3-2x8 - 5 1/4 x 5 1/4 PSL + 2 + L125x9Ox8 (LLV) LOOSE ®l. ML2 190 550-1220 2-L9Ox94x6 �L z V, P3 1-2x6 JACK POST EACH END NA 2-LTS12 =< 0 3-2x6 ® 1 END CONNECT ° ~ 1-2x6 KING POST WL3 + 1-2x6 HORIZ. TO P3 ML3 240 200-550 225x8 PLATE LOW ROOF - - _ - _ - - - - - - - - - - - P4 PBS66 AC6R 2-2x6 JACK POST 3-2x8 _ o WL4 + 1-2x6 HORIZ, ® ML4 240 550-1220 2-L100x100x8 0 0 0 0 0 0 0 P5 3-2x6 _JL 1 co co co co 3-2x6 ; -� �. - - �� LLJ x x x x x x x x x x X x x x x x cfl yy1,5 N N N N N N N CN N N N N N N N N �, + 1-2x6 HORIZ. ® ML5 294 200-550 275x8 PLATE O O O O o O O O o LLJ X x X X x x x X x x X X X X X X C'4 CN CV CV CN N CV CN '� '� d• d- <t- d• - d' CN HSS 203x102x4.8 + i,• �,i J o 0 0 o a o o O CN C4 C Ln C4 Cn � CN o L7 340x8 PLATE BOTTOM �� WP E.E. ML6 290 550-1220 3-L90x94x6 JLL GIRDER TRUSS w N 0 V, V, V, v, V, (, (n V) N (n N v V) N POST NOTES VI`n `n Cn `n `� `� `n `�' (" "' V' Cn (n �' (' v' U' - PROVIDE 2-2x6 POSTS MIN. AT ALL WINDOW AND DOOR HSS 203x102x4.8 + WP1 E.E. GROUND (S.O,G.) _ = 2 = _ _ _ _ _ _ _ _ _ _ _ = L2 JAMBS UNLESS OTHERWISE NOTED 340x8 PLATE BOTTOM SEE DL1/S1-04 ML7 190 + 90 200-550 175x8 PLATE _ DISTANCE FROM FINISHED - ALL HOLD DOWN NOTED ARE SIMPSON STRONG TIE + 80x8 PLATE COL. & STUD WALL HSS 203x152x4.8 + WP1 E.E. cn o FLOOR TO UNDERSIDE OF 13 BASEPLATE. (350 TYP. U/N) 435x8 PLATE BOTTOM SEE DL2 St-04 JL L / ML8 190 + 90 550-1220 - x x WP1 E,E, + 1-L9Ox9Ox6 0- °z rD 1 305x25 305x16 305x25 305x16 305x16 305x25 305x16 305x16 450x30 450x32 450x32 450x30 450x30 450x32 450x32 450x30 305x16 CONCRETE MIX SCHEDULE L4 W200x21 + LENGTHS VARY 225x8 PLATE _ � n BASE PLATE x150 x150 x150 x150 x150 x150 x150 x150 x250 x300 x300 x250 x250 x300 x300 x250 x150 370x8 PLATE BOTTOM SEE DL3 S1-04 ML9 240 + 90 200-550 ¢ cn W 1:10 + 80x8 PLATE < w J STRENGTH AT SLUMP AT AIR MAXINUM EXPOSURE W200x21 + WP1 E.E, S1 —04 ANCHOR BOLTS (2-200 U/N) 4-250 4-250 4-250 4-250 4-250 4-250 4-250 4-250 28 DAYS MPo DELIVERY mm ENTRAINMENT w C RATIO CLASSIFICATION LS 370x8 PLATE BOTTOM SEE DL3 S1-04 SIM. 2-L100x100x8 � ¢ o c ( / / ML10 240 + 90 550-1220 JL L > + 1-L9Qx9Ox6 a � N C SIZE SO U/N 400 430 430 400 400 400 440 a 550 P�� 550 550 ��16• 550 Q GENERAL CONCRETE W200x21 + i ' WP1 E.E. z L6 275x8 PLATE Q 370x8 PLATE BOTTOM SEE DL3 S1-04 SIM. _ w > p (FOOTINGS 25 80 ± 30 --- TO SUIT N ML11 290 + 90 200-550 + 80x8 PLATE X a DEPTH TO SUIT U/N `� `� `� `� CL COL, & STUD WALL 0�� �`' ,O ,`� ,O �_� dt CAPS) LINTEL OP OF ALL WOOD LINTEL ARE AT UNDERSIDE OF TRUSS OR JOIST 3-L9Ox9Ox6 8-15V + � `� GP Gp`L GF Gp`L �' `` BEARING ELEVATION, INFILL WOOD FRAMING FROM UNDERSIDE OF LINTEL ML12 290 + 90 550-1220 + 1-L90x9Ox6 JL_L L CO-ORDINATE WITH WOOD REINF 10@300 TIES U/N BE HEAD L WINDOWS AND DOORS EXTERIOR CONCRETE 1 FOR LINTELS MARKED ML ON DRAWINGS. TRUSS SUPPLIER 1300 1000 1300 1300 1000 1300 1000 2000 G 2000 2000 G 2000 SLABS. SIDEWALKS 32 + - REFER TO POST FOR HOLD DOWN ANCHORS SIZE SO U/N - � ��N � ,`�, 80 _ 30 5-8� 0.45 C-2 AND APRON SLABS - WHILE EVERY EFFORT HAS BEEN MADE TO SHOW ALL LINTEL THAT 2 FOR SPANS LESS THAN 200mm - NO LINTEL REQUIRED. T DEPTH 300 300 300 300 300 300 300 =`�QZ 400 �O �� 400 400 �O F� 400 =�z OCCUR IN LOAD BEARING MASONRY WALLS IT IS THE CONTRACTORS 3 FOR SPANS GREATER THAN 1200mm, SEE PLANS AND MAIN � �� O �� O �� BEFORE ADDITION OF LINTEL SCHEDULE.I; 1 RESPONSIBILITY TO ENSURE THAT THE CORRECT SIZES AND QUANTITY * 8-10 7-10 * 8-10 7-10 * 8-10 8-10 7-10 �`�` 6-20 5� ��' 6-20 6-20 GO C, �5 6-20 C,�`4 (t)$I,AB-QN-GRADE SUPERPLASTICIZER OF LINTELS ARE PROVIDED GIRDER TRUSS 10mm SIDE PLATES + REINF BEW U/N G� �� OTHER THAN SUPERPLASTICIZED 50 ± 20 0.5 N - LINTELS IN NON-LOAD BEARING WALLS AND PARTITIONS ARE GENERALLY MIN. 2-2omm�b BOLTS AFTER ADDITION OF --- LOADS F-7150 30 180 75 20 210 20 20 20 55 55 20 20 55 55 20 20 APPARATUS BAY 25 SUPERPLASTICIZER NOT SHOWN ON THE DRAWINGS. ALL SUCH LINTELS SHALL BE PROVIDED AREA 150 ± 40 ON THEEUSTRUC STRUCTURAL DRAWINGS, TO THE NOTES AND TYPICAL DETAILS WALL PLATE SCHEDULE 12mm CAP PLATE M M M M M M M M (LAST DIMENSION PARALLEL TO WEB) ( LAB- N- BAY 35 80 ± 30 --- 0.4 N MARK MATERIAL REMARKS COLUMN SCHEDULE NOTES * = FOOTING REINFORCING HOOKED EACH END ��PL N GRADE ' I 1 FOR GRADE OF STRUCTURAL STEEL SEE GENERAL NOTES & SPECIFICATION, (3) TO SUIT WP1 15Ox1Ox150 + A,BOLTS HSS COLUMN I 2 LOADS FOR COLUMNS REPRESENT THE SERVICE GRAVITY LOAD IN KILONEWTONS GROUT FOR 15 CONFORMING TO i APPLIED AT THE BASE OF THE COLUMN AND DO NOT INCLUDE THE WEIGHT OF CSA A179-94 --- --- --- ' ' THE FOUNDATION. MASONRY FILL (FINE GROUT) SUPERPLASTICIZER WP2 300x2Oxl8O + A.BOLTS I 3 T = TRANSVERSE REINFORCING MAY BE USED L = LONGITUDINAL REINFORCING TEW = TOP EACH WAY (1) SYNTHETIC FIBRES ADDED AT BATCHING PLANT. REFER TO SPECIFICATION DETAIL X 1:10 BEW = BOTTOM EACH WAY (2) COLOURED SURFACE HARDENER, REFER TO SPECIFICATION 4 REFER ALSO TO TYPICAL NOTES AND DETAIL DRAWINGS, (3) FINE GROUT TO CONSIST OF (BY VOLUME) 5 'M• DENOTES MOMENT CONNECTION. REFER TO PLANS AND ALSO DETAIL OF 1 PART PORTLAND CEMENT (MASONRY CEMENT IS NOT ACCEPTABLE) COLUMN AND FOOTING AT MOMENT CONNECTION ON DRAWING S2-01. 2i TO 3 PARTS FINE AGGREGATE (SAND AND NO COARSE AGGREGATE) ---- — -- -- - -- — 1 FOR OWSJ WALL PLATE, SEE TYPICAL DETAIL I I MGT CONNECTOR t ` I TO WOOD 360 460 j I • TRUE NORTH CONSTRUCTION NORTH 90 80 190 90 80 290 I� o x -r,:, I ° nay 1 MGT CONNECTOR WL2 TO MASONRY i i I POST 14 kN (CUSTOM BRACKET) ^ a = � Stephenson a 2-H8 HOLD DOWN �INSIDE t� IN I I I � INEERING LTD. / INSIDE .-�. :�: (UPLIFT 8.3 kN/m) ' Consuldng Structural Engineers 1 Whitehorse Road •Toronto,Onmrto •M3J 308 I I t.416-635-9970•6 416-635-9985 •a infbQswphenson-en,. EXTERIOR EXTERIOR 1-H8 HOLD DOWN I 1-H7 HOLD DOWN II FACE i FACE ; 'sl . (UPLIFT 6.56,cN/m) ! (UPLIFT 6.56 kN/m) 1-H8 HOLD DOWN l; 1 (UPLIFT 2.4 kN/m) PROFESSIONAL SEAL: yf (; 01 QQOfESS/p� CENTRE OF BEARING 102 85 150 152 133 ! 1-H8 HOLD DOWN UPL T 4,45 kN m j 1-H8 HOLD DOWN UPLIFT 4,45 kN/m) J,D,STEPH N t/3 ��-TO BE WITHIN t/3 i E £ , E Jt1i'I ROOF DECK 1 4 1 °` Z Y Y r II Ago 0 3 0 0 15 435 10 * WELD SHOE TO 9 kN (CUSTOM BRACKET)— WALL PLATE a DWG TITLE: o w WALL PLATE rD 1 rD 2 v A� CL a II V) Cn 100x6x300 LONG 1:10 1:10 t savc Aoai I SCHEDULES AND UNLESS r°x12 ) a o P� o o TI UNLESS NOTED ': _ i HOLD DOWN KEY PLAN y = I o o E E TOP COURSE k;. WELDED ANCHORS i = = z z FILLED SOLID 2-120x320 LONG _ _ :; �- Y s PROJECT: ° +50mm HOOK 'I N N °' , �' N UNLESS NOTED j BEAM & WALL BEAM COL. C 0 U RT I C E FIRE �y I i ii 169 _ ' STATION No. 04 l 1-15M BAR CONT, I 1_H8 2-H8 HOLD DOWN o I 410 c / ) & COMMUNITY MGT CONNECTOR � HOLD DOWN UPLIFT 9.2 kN/m) ; ,,: :; ° ,I� BOTTOM CHORD ' 90 80 240 WL2 TO MASONRY (UPLI T 3.4 N/m) _ l BRACE. %f POLICING CENTRE = i CONTINUOUS CONCRETE % EXTERIOR INSIDE it 2 H8 T FILLED MASONRY LINTEL i -� / � , 2611 RULL S ROAD FACE ( ;� HOLD DOWN 1-H8 HOLD DOWN (UPLIFT 4,05 kN/ `� COURTICE, ONTARIO BLOCK BOND BEAM % GROUTED / - (SEE PLAN FOR EXTENT) VERTICAL UPLIFT f � i ;) U T 5.9 N/m ,; BARS / BLOK-LOK (TYP.) I JAMB PLATE EXTENSIONS DATE: AS NOTED ON �- II % ! OCTOBER 2003 / !� ,' � j, j� I -SEE ARCH. DWGS I, i I PLANS SCALE; 370x14mm BOTT, PLATE 1'50 U/N (10mm SHORTER THAN DRAWN BY: OPENING EACH SIDE) A.E. � a a CHECKED BY: * FOR SUPPORTED AREA UP TO 10 Sq,m (100 Sq,ft) -SEE BENT PLATE OL ADING G.E./ -SEE ARCH. DWGS WITH 2-3mm x25mm (w••x 1") FILLET WELDS, WALL THICKNESS (t) 10 10 150 1 I2 93 DL LL 2-H8 HOLD DOWN UPLIFT 12.5 kN m 2-H8 HOLD DOWN UPLIFT 9.9 kN/m) DESIGNED BY: FOR SUPPORTED AREA GREATER THAN 10 Sq.m (100 Sq.ft) STEEL ROOF 1.7kPa 4,8kPa I A.M. WITH 2-5mm x40mm (e" x 1i") FILLET WELDS. 390 ' i ' UNLESS OTHERWISE NOTED WOOD TRUSSES 15 395 395 1O (TOP CHORD) 0,36kPa 1.44kPa FULL SNOW , I DWG STATUS:W,_ r, TYPICAL OWSJ BEARING ON MASONRY (0'�D 1.7kPa PARTIAL SNOW TENDER (BOTTOM CHORD) 0.34kPa 0.48kPo PROJECT No.: rDL3 1:10 L 4 t:to * PLUS ACCUMULATED SNOW LOAD IN ACCORDANCE WITH THE OBC. 2003080 WIND LOAD SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF S1 —O4 S1 — 04 THE OBC AND UNLESS OTHERWISE NOTED TRUSSES ARE TO DESIGNED WIND UP- LIFT AND HOLD D ANCHOR KEY PLAN FOR A MINIMUM NET FACTORED UPLIFT OF 2.15 kPa. AWING No.: REVISION NOTE: ANCHORS SHOWN ARE BY SIMPSON STRONG-TIE, S1-O4 R1 The Contractor sholl verify oil dimensions prior to commencement of the work. All prints and specifications are the SHEATHING property of the Engineer and must be SEE PLAN returned upon completion of the work. / ISSUE or REVISION 200 SLAB (SEE CONC. SCHEDULE) WALL BEHIND % ,I` 15M VERT REINF. & 10M@200 EACH WAY T&B EPDXY 15M VERT REINF. & I' GROUT TOP COURSE �� ' DOWELS WHERE REQ'D. 15M VERT REINF. & /' GROUT TOP COURSE No. Description Date /; ;' I. ��,. SOLID, OR USE SOLID 125mm SLAB (MIN.) � ' jr COATED 16� A.BOLTS @1200 0/C MAX. DOWELS. WHERE REQ'D._ :' BLOCK. TYP. 10 @300 BEW EPDXY COATED GROUT TOP COURSE SEE PLAN. DOWELS WHERE REQ'D, SOLID, OR USE SOLID 1 ISSUED FOR BUILDING PERMIT 9/30/03 SEE PLAN. •" � ' 4�" ;% ' I, '� LOCK. TYP. SLAB-ON-GRADE GROUT TOP COURSE 50mm OVERSIZED WASHERS. .'!. I ` 32MPo CLASS C2 CONCRETE SOLID, OR USE SOLID SEE PLAN, :��/. 2 ISSUED FOR TENDER 5/04/04 50 100 i` , ' ;i l SLAB-ON-GRADE SEE PLAN SOLID, (TYP,) (TYP,) SLOPE BLOCK. TYP. ;II SEE PLAN : FLOOR DATUM S.O.G.) _ _ _ - _ - - - - - - - - _ - _ - _ _ - - _ _ - _ - - - - - _ - SEE ARCH, y� :.� -- INSULATION 200 ' i" I` SEE ARCH, CONT, SOLID FILLED /) INSULATION INSULATION I SEE ARCH. OR 1 0% I SEE ARCH. ,' SEE ARCH. �' : � 50 % . 0 o SOLD ( I:' I` / r` MASONRY COURSE �' -� 150rnm VOID / 15M VERT. REINF. @ 1 _ 200 0/C TO MATCH A.BOLT LOCATIONS C GROUTED SOLID. SEE PLAN FOR LOCATIONS ;� 10 0500 TRANS I I 2-15M l,. , ALL FOOTINGS -1 CONT. ,• TYP. A F T �I;.' �% • 3-15M CONT. 2 5M " CONT. ,� / a 0 0 2-15M CONT. ° ° °o °o °o 0 2-15M CONT. o �, nI N o 0 2-15M CONT. 100 190 1 100 100 , 290 100 100 VARIES 100 100 190 100 100 190 100 100 390 100 100 �ARIE�/ 100 SEE PLAN EPLN 1 1:20 2 1:20 3 1:20 4 6 �:Zo 5 �:Zo 1:20 S2-01 S2-01 S2-01 S2- 01 SZ-01 S2-01 CERAMIC TILE WALL BEYOND/BEHIND STUD WALL RENCH TYPE AND 400 TYP. GRATE -SEE ARCH 66mm DEEP SAWCUT COMPLETELY 160 A.BOLTS @1200 O/C MAX. FILLED WITH APPROVED JOINT FILLER GROUT TOP COURSE 50mm OVERSIZED WASHERS. SLOPE SLOPE SEE SPECIFICATION SOLID. (TYP.) (TYP.) FLOOR DATUM S.O,G. SEE ARCH. SEE ARCH. • • o • - CN - - FIRST POUR 1f40 SECOND POUR I' • 5-10 CONT. 0 150 0 C) 10 @200 200 MIN, 200 MIN. I' 15M VERT, REINF. @ 1200 O/C AS PER MANUFACTURERS TO MATCH A.BOLT LOCATIONS RECOMMANDATION GROUTED SOLID. n SEE PLAN FOR LOCATIONS 7 1:20 Stephenson SZ-01 ; �;' INEERING LTD, 7 1:10 v 1:20 cansul=g Structural Engineers 1 Whieehorse Road•Toronm,Ontario•M3J 308 52-01 SZ-01 N°o 2-15M CONT. `J a 41 6-635-9970•E 416-635-9985•n tnfoQsapher On-e g.c PROFESSIONAL SEAL: 100 190 100 50 50 QgOE E SSA p�A J1I�1I,�� � r COL., CAP & B.PLATE s " — ' ANCHOR PLATE BELOW I 1 , JASTEPHENSON it i it t00x6x350 ' 3250 I Q rr'� r"� BASEPLATE, SEE 1125 1125 � COL., CAP, FTC & &PLATES r i I r � QE COLUMN SCHEDULE m 11 0 0 DWG TITLE: _ _ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ � 550 550 FOUNDATION SECTION J I I r — — — — — — — — — — -I FOR D 007o OF COLUMN OC PACI PLATE N AND DETAILS � I I I BENDING AND 50% OF COLUMN CJ o Q 4 0 CAPACITY IN SHEAR. °o 18 200 200 SEE COLUMN SCHED, i PROJECT: N I 510 5$0 I I I 75 mm GROUT N l I o I 275 275 275 275 , i ° i - - - - - - - - - - C 0 U RT I C E FIRE LEVELLING NUTS (LEVELLING PLATES NOT PERMITTED AT MOMENT l I 175 PROJECTION COLUMN BASES) STATION No. 04 � ' _ � I �� I „ „___� ANCHOR BOLTS (300 MPa) 8c COMMUNITY 00{ APPLY A THICK LAYER OF GREASE `V ® ® , CAP REINFORCEMENT AS �� ih N % ® ® ® ® _ _ I _ _ - I_ SPECIFIED IN COLUMN I - i- I I TO ANCHOR BOLTS. TYPICAL -' I I SCHEDULE 1-- - ---- �?' --� POLICING CENTRE - - a -- - � ui 1 ANCHOR PLATE —I F — C, l I I WITH HOLES FOR A.BOLTS 2611 TRULL'S ROAD FOOTING: T --I--- 100x6x100 COURTICE, ONTARIO 166ox1100x400 DEEP ITYP. TACK WELD NUT DATE: INTERIOR SIDE I I ( REINF. 16-10M LONG, I----------------r TO BOLT. TYP, OCTOBER ZOOS N — �- — — J 8-1oM TRANS. l I CAP: SCALE: 1.20 U�N I I 860x400x DEPTH TO SUIT I I I REINF, 8-20M VERTS, + l 800 TYP. (18 VERTS. TOTAL) DRAWN BY: A.E. 10M @300 TIES (PER COLUMN) _ E - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - J BASE PLATE: — CHECKED BY: 305x16x150 WITH G.E./ 2-20mmO A.BOLTS 75 mm CLEAR FOOTING: PER COLUMN) NOTE: DOWEL HOOKS ARE IN DESIGNED BY: A.M. 3250x245Ox5OO DEEP SAME PLANE AS BILL BARS REINF, 12-20M BEW DETAIL OF COLUMN AND FOOTING DWG STATUS: CAP; CD1 1:20 550x550x DEPTH TO SUIT C 1:Y0 AT MOMENT CONNECTION TENDER REINF. 8-20M VERTS. + PROJECT No.: S2- 01 10M @300 TIES (PER COLUMN} S2—01 NOTED M IN COLUMN SCHEDULE BASE PLATE: 2003080 450x32x300 WITH 4-25mmo A,BOLTS (PER COLUMN) DRAWING No.: REVISION S2-01 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Engineer and must be returned upon completion of the work. SHEATHING ISSUE or REVISION No. Description Date 1 ISSUED FOR BUILDING PERMIT 9/30/03 2 ISSUED FOR TENDER 5/04/04 CONT. SHEATHING CONT. SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING C SEE ELEV, X-X/S3-02 SEE TYPICAL DETAIL OF :.._. L 2-2x6 HAILERS + � i _, FOR WOOD TRUSS BEARING OWSJ BEARING ON MASONRY 13mmO BOLTS 0400 ON DRAWING S1-04. STAGGERED. (TYP.) i HORIZ. BRIDGING & FASCIA CONT. L75x75x6 CONT. L75x75x6 FASCIA FASCIA � VERT. X-BRACING -SEE ARCH. -SEE ARCH. -SEE ARCH. (TYP.) TRUSS BEARING _ - - - - _____._._--------....___._.._.._--..-----.._... _ - - - - - - - - - - - __.._.___.__._____....._.__...._..__._.- - - — ELEV. +3280- - __._ ........... ..__._._..__..... - - _.__...._ - - - - OR HOLD DOWN ANCHOR HOLD DOWN ANCHOR �- HOLD DOWN ANCHOR HOLD DOWN ANCHOR HOLD DOWN ANCHOR -SEE KEY PLAN -SEE KEY PLAN -SEE KEY PLAN -SEE KEY PLAN -SEE KEY PLAN i _..._._..__.._. DOUBLE TOP PLATE (TYP,) _. . . .._.._. :_ WOOD LINTEL (WL HIGH) - - -SEE PLAN FOR LOCATIONS BEAM -SEE PLAN DOUBLE TOP PLATE (TYP.) INFILL WOOD FRAMING _ . _.._.. _ - CEILING -SEE ARCH VARIES SEE ARCH. - — — — — — — — - CEILING -SEE ARCH. I STEEL JOIST ' �I " VARIES-SEE ARCH. -SEE PLAN CEILING -SEE ARCH I CONT. BOND BEAM CEILING -SEE ARCH I i 1-15M CONT. "'A° CEILING -SEE ARCH BOTTOM CHORD STEEL JOIST It ' CONC. FILLED tIIIlt • aruo BRACING. -SEE PLAN -SEE PLAN _ "I. III - = BOTTOM CHORD J HSS COLUMN WOOD LINTEL (WL LOW i ! LOOSE LINTEL -SEE PLAN ) 15M VERT. REINF. -SEE PLAN FOR LOCATIONS BRACING. -SEE PLAN BEYOND/BEHIND - SEE PLAN FOR LOCATIONS � -SEE PLAN HOOKED INTO BOND BEAM (TYP) R 2 ,:2o R 3 ,:20 rR 4 1:20 R 5 1:20 ("R6 1:20 rR1 ,:20 _ _ S3-01 S3-01 1\�3-01 S3-01 S3 01 S3 01 SHEATHING � � SHEATHING SHEATHING SHEATHING ' APPARATUS BAY - TRUSS BEARING - - - - - _---- �r - - - - ELEV. +5480 yy CEILING -SEE ARCH. CEILING -SEE ARCH. -- - HOLD DOWN ANCHOR �'... . HOLD DOWN ANCHOR -SEE KEY PLAN -SEE KEY PLAN it SEE ARCH. ' DOUBLE TQP PLATE (TYP.} DOUBLE TOP PLATE (TYP.) SEE ARCH. Stephenson CONT. SHEATHING IN EERING LTD. CONT, BOND BEAM CONT, BOND BEAM '" STANDARD MASONRY A 1-15M CONT. 1-15M CONT, TIES, SEE TYPICAL CONC, FILLED CONC. FILLED ' consultlrssrl,icturalEnglr.eers ' DETAIL DRAWING �`II I Whitehorse Road•Toronto,Ontario•M3J 308 'II x416.635-9970•f.416-635-9985•e,infodDstephen -e�.com I. 15M VERT. REINF. WALL THICKNESS VARIES 11 ' SEE PLAN FOR LOCATIONS -SEE ARCH. DWGS ,' PROFESSIONAL SEAL: HOOKED INTO BOND �r SHEATHING BEAM (TYP) Q 0�a 1tiESS/ 15M VERT. REINF. CONT. L178x102x9.5 (LLH) WELDED TO CHANNELS A SEE PLAN FOR LOCATIONS SEE ELEV. X-X/S3-0Z I/ HOOKED INTO BOND v J.D.STEPHENSON A FOR WOOD TRUSS BEARING , ;�I i BEAM (TYP) II 4 WELD DECK TO ANGLE CONT. L75x75x6 ' _. _.-.. i Al ` TRUSS BEARING _ - - — DWG TITLE. TRUSS BEARING _ _ _ . _ _ _ _ _ - - - - - - - — �I __ HOLD DOWN ANCHOR HOLD DOWN ANCHORS ROOF SECTIONS ELEV +3280 -SEE KE PLAN -SEE KEY PLAN ----------------------- _` �I Y HOLD DOWN ANCHORS HOLD DOWN ANCHORS -- II -SEE KEY PLAN -SEE KEY PLAN -------------------- I BEAM It -% jl 2-2x10 LEDGER + CONT BOND II I L100x90x6 (LLV) + DRILLED & SET 16mmo ANCHORS 1-15M CONT. CONT. BOND BEAM r} 1 i DRILLED & SET 16mrnO ANCHORS HILTI-HIT ADHESIVE OR CONC. FILLED PROJECT: 1-15M CONT. C 30 @ 200 0/C ! II,;` HILTI-HIT ADHESIVE OR EQUIVALENT. (SEE SPEC.) SEE ARCH. CONC. FILLED — - -SEE PLAN EQUIVALENT. (SEE SPEC.) — — — — — I� T&B BRIDGING T&B BRIDGING / /' '�I C 0 U RT I C E FIRE CEILING SEE ARCH. PROVIDE DOUBLE TRACK I' � - PLAN -SEE PLAN CD LING -SEE ARCH. FOR DEFLECTION l CEILING -SEE ARCH. SEE STEEL JOIST II '" L -SEE PLAN 15M VERT. REINF. P BRICK = 1.25 kN ",' ' STATION No. 0 4 SEE PLAN FOR LOCATIONS II.' BOTTOM CHORD HOOKED INTO BOND & COMMUNITY %' � 'll ,%" LINTEL-SEE PLAN LINTEL-SEE PLAN BRACING. -SEE PLAN BEAM (TYP) POLICING CENTRE 2611 TRULL'S ROAD COURTICE, ONTARIO R7 1:20 rR 8 ,:20 DATE: S3-01 s3- 01 R9 1:20 rR0 1:20 OCTOBER 2003 S3-01 S3_01 SCALE: 1:20 U/N DRAWN BY: A-E. CHECKED BY; G.E./ DESIGNED BY: A.M. DWG STATUS: TENDER PROJECT No.: 2003080 DRAWING No.: REVISION S3-01 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Engineer and must be returned upon completion of the work. PROVIDE 160mm ANCHOR WELDED TO BEAM, SEE HOSE TOWER ROOF FRAMING PLAN ISSUE or REVISION FOR LOCATIONS. :- No. Description Date 1 ISSUED FOR BUILDING PERMIT 9/30/03 2 ISSUED FOR TENDER 5/04/04 FASCIA -- FASCIA -SEE ARCH: _ BASE PLATE TO BE -SEE ARCH. LOWERED TO KEEP TOP OF A-BOLT BELOW TOP OF MASONRY I _._._ SHEATHING CONT. L178x102x9:5 (LLH) 200mm A-BOLT SHEATHING WELDED TO CHANNELS 120x8x190 kXx PLATE EACH \'.XL K, CAST INTO LINTEL 200 A-BOLTS x600 LG. WAY _ - _ — —— — — R'R�'•1`,�I1 t....C�.I L-•` �%��I�j:,J!'"�'"•''_'-._`. '.4W w o cn—,- 1 II II 1 1 I I I I I 1 II II 1 1 I I I I III_I I I I I .. _ __.._.__.....__...._......._. ..._._...1 IIII;_.1 I I I I•,_ I I I 1 III I 1 1 I I I — 1 I II 1 I II 2-2xI I 6 mo 'H Ai I L E—RA S — _ ....-._ -_..-...-...-...-. --- - - - W AY (TY�P_.) X, ,X., BEAM �}•'iI.. °' BEAM BOLT TO MATCH 15M VERT WELD DECK TO ANGLE !��'-';I IIIII'I}II}IIIII}III��1(iIiI I II I I I X I II}I}I I)i I I I�I l 1I� ;I . ,• T---rII1I II II 1 I 1iI I-i1 I I I I�IIi 1 I I 1 I I I I I I I r1 t I-1 I I I I I rI i i I I--B—�-E�-1 II I I III IIII I I I II1iiI I I-I I I I I I 1 I I I I rI I I I I I I 1 i i I I.--— , —II I II IIII II I IriI 1 II I IIIi I-I I I I I I I I I I I I I I I i i 1 I I I I I IiII II II I I II II iI I iI IIIIi i I I I I I i I I I I I I I I-t I I i i I I I I I - IiIII1II I1 I III II II1IiiI i I I f 1 I I I 1 I I I I I I�I I 1 I i i I I I I Ii1Ii1I I1 1 III I-TII III1iiI I I I i I I t I 1 I I 1 1 I I 1-I I i i I I I I 1 ----iiII II II I IIII I.III1IiiI I I-1I I i I t I I I I I 1 I I I I I i I I I I I i I I-- ----iII I II I I It III-II -rIIIIiiI I II I i I I I I I I I I I I I I l-r I I I i i I I I I I ---- -Ii IiIII II 1 1 III I I I I II II II 1 IiiI-i I I 1 1 t I I I I I I I-I I I I i I I I I I�I i I I - G - - T''�i.�`✓ rt''!�A•:; . �{TI 1I1N I-r l�!fI 11 i 1; ;,•.:�i -+ ; : --— —--- - — BEAM T O COLUMN O L U— M IN 13mmO BOLTS @400 25mm GROUT FULLY WELDED STAGGERED. (TYP.)FASCIA GROUND SMOOTH FASCIA BED (TYP.) -SEE ARCH. (TYP,)-SEE ARCH. TRUSS BEARING TOSE TOWER -ERE\, +3280 - - - - - -. - - - - - - -TOP F BLOC K HT D 1 HAND ------=-- _-- - ELEV. +9800 HOLD DOWN ANCHORS HOLD DOWN ANCHORS HOLD DOWN -----------------SEE KEY PLAN -SEE KEY PLAN -SEE KEY PLAN RAILING, PICKETS & ETC, -SEE ARCH. CONT. BOND BEAM CONT. BOND BEAM CONT. BOND BEAM... ....._ ARODO OF TOWER W ER 1-15M CONT.CONT, 113 BEHIND ------- ------- -15MCONT. LAPPED @ COR NE RS CONC. FILLED CONC, FILLED -SE E PL AN 190 EE ARCH. - EE ARCH, CONC, FILLED 15M VERT @800 O/C r —"lZ--- r- TrI--- r--- WELDED TO BEAM T&B BRIDGING ' _ ARIES-SEE ARC . {I. 0 II ` -SEE PLAN CELING -SEE ARCH. —CEI LT N G _SEE ARCH. ARCH. 15M VERT. REINF. RATING SEE PLAN FOR LOCATIONS BEAM WALL BEYOND BEHIND 120 HOOKED INTO BOND -SEE ARCH.LINTEL-SEE PLAN BEAM (TYP) HOSE TOWER RACK _ _ _ _ _ LEVEL GRATNG ELEV. +8400 ,.20 ("R 12 >.20 1("OR 1.20 ALL STEEL IN PLATFORM,rHD 1 1:10 C200 BEYOND +S — D2 S -02 BE GALVANIZED CONT. L65x65x5 TO At SUPPORT GRATING 02 ` - Ir IT, PROVIDE SOLID GIRT 2x6 DIAGONAL BRACE AT 1200 0/C MAX BEAMS ADD ADDITIONAL 2x6 + HORIZONTAL BRACING FOR FIRST 3 TRUSS SPACINGS ON TOP OF TRUSS 15M VERT. REINF, BOTT, CHORDS, PROVIDE 2-82mm COMMON / SEE PLAN FOR LOCATIONS SEE PLAN SPIRAL NAILS AT EACH HOOKED INTO BOND BEAM (TYP)-BOLTS x600 L GABLE END TRUSS 11159 64 TRUSS BOTT. CHORD BOLT TO MATCH 15M VER 200 A T L150x150x10 (GALVANIZED)4ISEE SECTION R9/S3-01 , + 160 ANCHORS @ 600 O/C FOR ANGLE & BOLT SIZES APPARATUS BAY INTO CONT. LINTEL BLOCK- - ;if TRUSS BEARING ELEV. +5480 ; CONT. LINTEL BLOCK U/S OF STEEL DECK i {iADD TOP OF STEEL COLUMN 2-15M �- - - - - —FLAT ROOF 100x465x6.4 P TOP � CONC. FILLED Stephenson ELEV +3200 TRUSS. 133x465x6.4 BENT R ^y INEERING LT D0 .FINISH SEE ARCH: SOLID FILLED WELDED TO TOP o, WITH GROUT OF COLUMN WALL PLATE HSS 203x152x10 + 5-160 ANCHORS LINTEL Cort" � ti�n g Q�y s o a t ru u ral F 15M VERT 0800 mgln eem/ 1 WhltehoweRoad -Toro to,Ontwio-M3j 308 BEYOND BEYOND/BEHIND WELDED TO BEAM COLUMN. SEE /S2-Ot -SEE PLAN a 416-635-997„ x 416-635-9985 a nfoQmpb -eng om �>r TRUSS BEARG HSS 203x152 FULLY ELEV: +5480 BEAM -SEE PLAN WELDED TO COLUMNS PROFESSIONAL SEAL: CELING -SEE ARCH. 115FESS14 I tOmm BENT PLATE DL4 -SEE ARCH. HOLD DOWN ANCHOR -SEE KEY PLAN JDSTEPHENS� RAILING, PICKETS ETC. II DOUBLE TOP PLATE (TYP.) BEHIND-SEE ARCH. 14 ,:Zo 15 ,:Zo 16 ,:zo CONT. BOND BEAM -------- -----------, 1-15M CON T. 12 I�LI02 r it CONC, FILLED DWG TITLE:S -02 I —1-1 '1 ROOF SECTIONS PROJECT:WOOD TRUSSES @600 0/C MAX, SPACE TO AVOID OWSJ BEARINGS GRATING -SEE ARCH. ' CO RTI C E FIR E `} i i i 2-2x6 _ T.Q. GRATING STATION No. 04 CONT. HAILERS ELEV. +3400 OF STEEL DECK FFL AT R00� TRUSS BEARING LEVEL & COMMUNITY _ ELEV. +3200 ALL STEEL IN PLATFORM,11 RAILING & PIPE HOOKS TO C200 BEYOND P O LI C I N G C E N T R E CONT. L65x65x5 TO GALVANIZED y SUPPORT GRATING — — — — — — — — — — r II, ' 2611 TRULL'S ROAD z 13mm BOLTS % L100x94x6 (LLV) + COURTICE, ONTARIO T&B BRIDGING DRILLED & SET 16mmO ANCHORS VHOLD DOWN ANCHORS °' -SEE PLAN HILTI-HIT ADHESIVE OR DATE:TYPICAL OWSJ SHOES I -SEE KEY PLAN ON S1-04 W OCTOBER 2003 WELDED TO BEAM I UIALEN . (SEE SPEC.F_ a SCALE:m 1:20 U/N w LINTEL DRAWN BY: A.E. OWSJ EE LAN CHECKED BY: G•E./ WOOD BLOCKING AT EACH TRUSS DESIGNED BY: A.M. TYPICAL X- X ELEVATION TYPICAL + 2-13mmd BOLTS rTR1 t:20 DWG STATUS:TEV®ER S -02 PROJECT No.: 2003080 ORS S3-02 DRAWING No.: REVISION c 3—®2 GENERAL NOTES I 1T-A01 STRUCTURAL STEEL & OWSJ/LSSJ NOTES I 1T-A03 LOAD BEARING MASONRY NOTES I 1T-A05 WOOD FRAMING NOTES I 1T-A07 LINTEL NOTES 1 T-A06 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the 1.0 GENERAL 1.0 GENERAL 1,0 GENERAL 1.0 GENERAL UNLESS OTHERWISE SHOWN OR NOTED ON THE STRUCTURAL DRAWINGS, PROVIDE LINTELS OVER ALL OPENINGS property of the Engineer and must be 11 DESIGN AND CONSTRUCTION IS TO CONFORM TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE. 1.1 STRUCTURAL STEEL AND JOIST DESIGN DETAILS & CONNECTIONS SHALL CONFORM TO CAN/CSA-S16.1 1,1 THE FOLLOWING INDICATES ONLY THE MINIMUM REQUIREMENTS APPLICABLE TO STRUCTURAL LOAD BEARING 1,1 THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE TO STRUCTURAL WOOD IN MASONRY WALLS, AS FOLLOWS:- returned completion upon of the work. REFER ALSO TO TYPICAL DETAILS, NOTES UNDER PLANS & SCHEDULES ON THE STRUCTURAL DRAWINGS, & SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER MASONRY, BASED UPON EMPIRICAL RULES FOR PLAIN MASONRY, CONSTRUCTION, SEE ALSO THE ARCHITECTURAL DRAWINGS AND THE SPECIFICATION (IF APPLICABLE) 1. FOR OPENINGS UP TO 1200 mm (4'-0") CLEAR; p p AND TO THE SPECIFICATION, ALL CODES, MANUALS, STANDARDS AND SPECIFICATIONS REFERRED TO EXPERIENCED IN THIS TYPE OF WORK. 1.2 REFER ALSO TO ARCHITECTURAL DRAWINGS &/OR THE SPECIFICATION FOR REQUIREMENTS OTHER THAN FOR REQUIREMENTS FOR NON-STRUCTURAL WOOD FRAMING. ONE ANGLE 90 x 90 x 6 (3 1/2 x 3 1/2 x 1/4) FOR EACH 100 mm (4") OF WALL THICKNESS OR SHALL BE THE LATEST EDITIONS INCLUDING ALL REVISIONS AND ADDENDA. ALL DIMENSIONS, OTHER 1.2 REFER ALSO TO GENERAL NOTES, NOTES UNDER PLANS & TO THE SPECIFICATION, STRUCTURAL, AND FOR NON-LOAD BEARING WALLS & PARTITIONS. 1,2 WOOD CONSTRUCTION SHALL CONFORM TO CSA-086 & CSA-086,151 AND To THE PORTION THEREOF. THAN PURELY STRUCTURAL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE CHECKED 1.3 WELDING SHALL CONFORM TO CSA STANDARD W59 OR W59-M AND BE PERFORMED BY A FABRICATOR CERTIFIED 1,3 IF MASONRY CONSTRUCTION IS BASED ON ENGINEERING ANALYSIS "ENGINEERED MASONRY", THEN REFER REQUIREMENTS OF THE ONTARIO BUILDING CODE, OR ISSUE or REVISION AGAINST THE ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES REPORTED TO THE ARCHITECT TO CSA W47.1. TO NOTES & DETAILS ON STRUCTURAL DRAWINGS. 1,3 REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS OF AIR SPACES, INSULATION, ROOFING, FLOOR AND 200 mm (8") DEEP MASONRY LINTEL BLOCK REINFORCED WITH 1-10M BOTTOM FOR REACH 100 mm No. Description Date BEFORE PROCEEDING WITH THE WORK. STRUCTURAL DRAWINGS MUST NOT BE SCALED, 1,4 BEAM CONNECTIONS SHALL BE DESIGNED FOR A MINIMUM OF 50% OF THE BEAM SHEAR CAPACITY UNLESS 1.4 MASONRY CONSTRUCTION TO CONFORM TO CSA STANDARD S304. WALL FINISHES. (4") OF WALL THICKNESS OR PORTION THEREOF. p 1.2 REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND SIZES OF OTHERWISE NOTED, & IN NO CASE BE LESS THAN THE LOADS SHOWN ON OR IMPLIED BY THE DRAWINGS. 2.0 PRODUCTS 2.0 MATERIALS 2. FOR OPENINGS FROM 1200 mm (4'-0") CLEAR TO 1800 mm (6'-O") CLEAR; 1 ISSUED FOR BUILDING PERMIT 9/30/03 OPENINGS, TRENCHES, PITS. SUMPS, EQUIPMENT, SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS 2.0 PRODUCTS 2.1 CONCRETE BLOCKS TO BE MODULAR UNITS AS SHOWN ON THE ARCHITECTURAL DRAWINGS &/OR SPECIFICATION, 2.1 LUMBER:- UNLESS OTHERWISE NOTED TO BE SPRUCE-PINE-FIR (SPF) SPECIES, GRADE NO, 2, CON- ONE ANGLE 125 x 90 x 8 LONG LEG VERTICAL (5 x 3 1/2 x 5/16) FOR EACH 100 mm (4") OF NOT INDICATED ON THE STRUCTURAL DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE, THE ABOVE 2.1 STRUCTURAL STEEL SECTIONS SHALL CONFORM TO CSA-040.20/G40,21 AND UNLESS OTHERWISE NOTED SHALL BE:- FORMING TO CAN/CSA-0141 WITH A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF WALL THICKNESS OR PORTION THEREOF, 2 ISSUED FOR TENDER 5/04/04 ITEMS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE INDICATED ONLY APPROXIMATELY AS TO SIZE 1. WW SHAPES, S SHAPES, CHANNELS, ANGLES, PLATES & RODS:- GRADE 30OW .1 FOR BELOW GRADE & EXTERIOR EXPOSED WALLS INSTALLATION. LUMBER SHALL BEAR THE GRADING STAMP OF AN AGENCY APPROVED BY THE CANADIAN OR AND LOCATION. 2. HSS SECTIONS:- GRADE 35OW (CLASS C U/N) USE NORMAL WEIGHT LOAD BEARING UNITS:- STANDARD HOLLOW: ....TYPE H/15/A/M. LUMBER STANDARDS ADMINISTRATION BOARD. 200 mm (8") DEEP MASONRY LINTEL BLOCK REINFORCED WITH 1-15M BOTTOM FOR EACH 100 mm (4") 1.3 UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, NO PROVISION HAS BEEN MADE IN THE 3. W SHAPES:- GRADE 35OW 75% SOLID: ...,......TYPE S/15/A/M. 2.2 COMPLY WITH THE REQUIREMENTS OF ONTARIO BUILDING CODE FOR:- OF WALL THICKNESS OR PORTION THEREOF. DESIGN FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THE CONTRACTOR IS TO PROVIDE ALL 2.2 JOIST CHORDS & WEBS SHALL CONFORM TO CAN/CSA-516.1. 1007. SOLID: .........TYPE S/15/A/M, SUB-FLOORING IN ARTICLE 9.23,14 3. ALL LINTELS TO BEAR 150 mm (6") MINIMUM AT EACH END ON SOLID MASONRY, UNLESS SHOWN OTHER- NECESSARY BRACINGS AND SHORING REQUIRED FOR STRESSES AND INSTABILITY OCCURRING FROM ANY 2.3 BOLTS, NUTS & WASHERS FOR CONNECTIONS TO CONFORM TO ASTM A325 UNLESS NOTED. .2 FOR INTERIOR ABOVE GRADE WALLS ROOF SHEATHING IN ARTICLE 9.23.15 WISE, CAUSE DURING CONSTRUCTION, THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ALL SUCH 2.4 ANCHOR BOLTS, NUTS & WASHERS FOR BASE PLATES, BEARING PLATES & WELD PLATES TO CONFORM TO USE LIGHTWEIGHT LOAD BEARING BLOCKS:- STANDARD HOLLOW: ,.,..TYPE H/15/C/M. *WALL SHEATHING IN ARTICLE 9,23.16 4, PAIRS OF LINTEL ANGLES ARE TO BE BOLTED OR WELDED TOGETHER, PRIOR TO SHIPMENT, AT MAXIMUM MEASURES, IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY ASTM A307 UNLESS NOTED. 75% SOLID: .......,...TYPE S/15/C/M. (* REFER ALSO TO NOES & DETAILS ON DRAWINGS & TO ALL OTHER TYPICAL NOTES.) 450 mm (18") CENTRES. BRACINGS, SHORINGS, SHEET PILING OR OTHER TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR 2.5 SHEAR STUDS WHERE REQUIRED TO CONFORM TO ASTM A108, WELDING TO CONFORM TO CSA W59 OR W59-M 100% SOLID: ....,.....TYPE S/15/C/M. 2.3 NAILS, SPIKES, AND STAPLES:- TO CSA STANDARD 8111; GALVANIZED FOR EXTERIOR WORK, OR HIGHLY 5. MASONRY LINTEL BLOCKS MAY ONLY BE USED IN LOAD-BEARING WALLS WITH PERMISSION & MUST BE ADJACENT STRUCTURES AFFECTED BY THIS WORK, 2.6 WELDING MATERIALS TO CONFORM TO CSA W48-M (SERIES), 2.2 CLAY BRICKS:- TO CONFORM TO ONE OR MORE OF CSA STANDARDS A82.1, .3, ,4, .5, .6, .8. HUMID AREAS AND FOR TREATED LUMBER; PLAIN ELSEWHERE. NAILING OF FRAMING UNLESS OTHERWISE FILLED WITH 20 MPa CONCRETE. MORTAR IS NOT ACCEPTABLE AND WILL BE REJECTED, 2.0 SHOP DRAWINGS, PLACING DRAWINGS & BAR LISTS:- 27 PRIMER PAINT TO CONFORM TO CAN/CGSB-1,40 OR CISC/CPMA 1 OR CISC/CPMA 2, SEE ARCHITECTURAL DRAWINGS &/OR SPECIFICATIONS FOR TYPES & STYLES OF BRICKS REQUIRED. UNLESS NOTED, SHALL CONFORM TO ARTICLE 9,23,3 IN THE ONTARIO BUILDING CODE. 6. STEEL LINTELS ARE TO BE SUPPLIED BY STEEL CONTRACTOR BUT PLACED BY GENERAL CONTRACTOR OR 2.1 FOR ALL STRUCTURAL COMPONENTS SHOWN ON THE STRUCTURAL DRAWINGS, SUBMIT COPIES OF SHOP 2.8 HOT DIP GALVANIZING TO CONFORM TO CAN/CSA-Gi64 WITH A MINIMUM ZINC COATING OF 600g/sq.m OTHERWISE NOTED, THE MINIMUM COMPRESSIVE STRENGTH (BRICK FLATWISE) GROSS AREA SHALL BE 2.4 ROUGH HARDWARE:- BOLTS, NUTS, WASHERS, LAGS, PINS, SCREWS, ALL TO BE HOT DIP GALVANIZED. MASONRY SUB-CONTRACTOR, DRAWINGS AS DIRECTED, FOR REVIEW BY THE STRUCTURAL CONSULTANT, SHOP DRAWINGS TO SHOW UNLESS OTHERWISE SPECIFIED. 20 MPa. 2.5 WOOD PRESERVATIVES (PRESSURE TREATED):- WHERE REQUIRED TO CONFORM TO CSA-080 SERIES 7. STEEL CONTRACTOR TO SUPPLY ALL NECESSARY DIRECTIONS REQUIRED FOR PLACING STEEL LINTELS, COMPLETE INFORMATION FOR THE FABRICATION AND ERECTION OF THE STRUCTURAL COMPONENTS. 2.9 FORMS FOR CONCRETE SLAB OVER JOISTS:- SEE NOTES UNDER PLANS & TYPICAL DETAILS. 2.3 MORTAR:- TO CONFORM TO CSA A179. 2.6 FRAMING ANCHORS:- FRAMING ANCHORS, JOIST HANGERS, BEAM HANGERS, POST CAPS, POST ANCHORS, 8, WHILE EVERY EFFORT HAS BEEN MADE TO SHOW ON THE STRUCTURAL DRAWINGS EACH AND EVERY LINTEL 2.2 REVIEW OF SHOP DRAWINGS BY THE STRUCTURAL CONSULTANT IS ONLY TO ASSESS THAT THE 2.10 BRIDGING AND BRACING FOR JOISTS:- SEE DRAWINGS & TYPICAL DETAILS, FOR LAYING ALL LOAD BEARING CONCRETE BLOCKS................USE TYPE "S" MORTAR UNLESS NOTED. BACK-UP CLIPS AND ANGLES, UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DRAWINGS, ARE ALL TO BE OVER DOORS, MECHANICAL AND ELECTRICAL SERVICES, RECESSES & POCKETS ETC„ THROUGH LOAD- SUBMITTED SHOP DRAWINGS REFLECT THE INTENT OF THE STRUCTURAL DESIGN. 10 EXECUTION FOR LAYING ALL CLAY BRICKS...............................USE TYPE "N" MORTAR UNLESS NOTED. AS MANUFACTURED BY MCA CONNECTORS LTD. OR AN APPROVED EQUAL, SIZED TO THE BEARING MASONRY WALLS, IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CO-ORDINATE AND 2.3 REVIEW BY THE STRUCTURAL CONSULTANT SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY 3.1 FABRICATION, HANDLING & ERECTION TO CONFORM TO CAN/CSA-S16,1. 2.4 MASONRY GROUT:- TO CONFORM TO CSA A179, THE SLUMP SHALL BE ±200 mm (±8") & THE MINI- JOB AT HAND. ALL ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUC- SUPPLY ALL LINTELS REQUIRED THROUGH ALL WALLS (INCLUDING NON-LOAD BEARING WALLS) THROUGHOUT FOR SEEING THAT THE WORK IS COMPLETE, ACCURATE AND IN CONFORMITY WITH THE STRUCTURAL 3,2 PROVIDE A MINIMUM OF 2-12 mm (1/2") DIAMETER BY 250 (10") LONG WALL ANCHORS FOR ALL BEAM MUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 15 MPo. TIONS UTILIZING "SPECIAL" NAILS WHERE REQUIRED, THE PROJECT, UNLESS OTHERWISE DIRECTED, LINTELS SHALL CONFORM TO THE ABOVE REQUIREMENTS, DRAWINGS AND SPECIFICATIONS, & JOIST WALL PLATES ON MASONRY, OR AN APPROVED EQUAL, UNLESS OTHERWISE NOTED. BEAMS & 2.5 MASONRY CONNECTORS:- (ANCHORS, FASTENERS & TIES) SHALL CONFORM TO CSA A370, AND BE 2.7 SHEATHING - PLYWOOD TO CONFORM TO CSA STANDARD 0121-M, OR 0151-M. WAFERBOARD AND STRANDBOARD 9. REFER ALSO TO TYPICAL DETAILS. 3.0 INSPECTION AND TESTING:- JOIST SHOES TO BE WELDED TO BEARING PLATES. INSTALLED TO COMPLY WITH CSA A371. TO CONFORM TO CSA-0437 SERIES. 3.1 A SOILS CONSULTANT AND AN INDEPENDENT INSPECTION AND TESTING COMPANY ARE TO BE ENGAGED TO 3.3 PROVIDE ADJUSTABLE ANCHORS TO ALL STEEL TO BE BUILT INTO, ABUTTED BY, OR FACED WITH SPACING, STRENGTH & GALVANIZING OF STRIP TIES, DOVETAIL ANCHORS, BAR ANCHORS, ROD ANCHORS, 3.0 EXECUTION CARRY OUT THE FOLLOWING SERVICES:- MASONRY (REFER ALSO TO DETAILS IF SHOWN). SPACING OF ANCHORS TO BE STRAP ANCHORS, WALL & PARTITION ANCHORS SHALL COMPLY WITH CSA CAN3-A370-M. 3.1 STUD WALLS:- ,1 BEARING SOIL - REFER TO NOES ON STRUCTURAL DRAWINGS AND ALSO TO THE SOIL REPORT, .1 FOR VERTICAL SPACING ....................... 600 (24") MAX. CENTRES 2.6 HORIZONTAL JOINT REINFORCEMENT FOR ALL MASONRY WALLS. THE FOLLOWING ARE MINIMUM REQUIRE- .1 SEE LOAD BEARING WOOD STUD WALL FRAMING NOTES. ,2 ' FILL UNDER SLABS-ON-GRADE - CONFIRM THAT FILL MATERIAL USED IS SATISFACTORY AND THAT .2 FOR HORIZONTAL SPACING ................... 10 TIMES WALL THICKNESS* (MAX. 2000 (6'-8") CENTRES) MENTS:- .2 NON-LOAD BEARING STUD WALLS TO CONFORM TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE. THE REQUIRED DEGREE OF COMPACTION HAS BEEN ATTAINED. (* NOTE, USE BACK-UP WYTHE THICKENING ONLY FOR CAVITY WALLS.) .1 CONFORM TO CSA STANDARDS A370 AND A371. 3.2 FLOOR AND ROOF JOISTS:- .3 CAST-IN-PLACE & PRECAST CONCRETE - ROUTINE INSPECTION OF MATERIALS, INCLUDING SLUMP, .3 WHERE STEEL PROVIDES LATERAL BRACING ONLY TO MASONRY (I.E. DOES NOT SUPPORT MASONRY) .2 REINFORCEMENT SHALL BE AN APPROVED CONTINUOUS "LADDER" TYPE, PREFABRICATED WITH 3.66mm .1 PROVIDE JOISTS OF SIZE, SPACING AND SPAN AS NOTED ON THE STRUCTURAL DRAWINGS, UNLESS CYLINDER AND AIR ENTRAINMENT TESTS & REINFORCING ROD TESTS WHEN REQUIRED OR DIRECTED ANCHORS SHALL PERMIT DIFFERENTIAL VERTICAL MOVEMENT BETWEEN STRUCTURAL MEMBER & MASONRY. DIAMETER (9 GAUGE) LONGITUDINAL & CROSS WIRES. OTHERWISE NOTED, JOISTS SHALL BE CONTINUOUS IN ANY 1 SPAN WITH NO SPLICE. IN ACCORDANCE WITH CSA STANDARD A231 3.4 CLEAN, PREPARE SURFACES AND SHOP PRIME STRUCTURAL STEEL & JOISTS WITH ONE COAT OF SPECIFIED .3 SPACING:- PROVIDE REINFORCING IN THE TOP COURSE IMMEDIATELY BELOW FLOOR & ROOF BEARING .2 WHERE JOISTS FRAME INTO THE SIDE OF A STEEL BEAM, JOISTS SHALL BE SUPPORTED ON THE .4 THE PROJECT SUPERINTENDENT IS TO ADVISE THE STRUCTURAL CONSULTANT A MINIMUM OF 24 HOURS PRIMER PAINT IN ACCORDANCE WITH CAN/CSA-516.1, EXCEPT WHERE MEMBERS ARE TO BE ENCASED LEVELS AND THE FIRST TWO COURSES ABOVE AND BELOW EVERY WALL OPENING. THE REINFORCING BOTTOM FLANGE OF THE BEAM OR ON NOT LESS THAN 38x65 (2x3) LUMBER BOLTED TO THE WEB IN ADVANCE OF A CONCRETE POUR FOR A REVIEW OF PREPARATIONS. IN CONCRETE. FIELD "TOUCH-UP" BOLTS, WELDS, BURNED OR SCRAPED SURFACES AFTER ERECTION. SHALL EXTEND 600mm (24") BEYOND SUCH OPENINGS. WITH MINIMUM 6 mm (1/4") DIAMETER BOLTS AT MAXIMUM 600 mm (24") CENTRES. 5 STRUCTURAL STEEL AND OWSJ - ROUTINE SHOP AND FIELD INSPECTION SHALL BE CARRIED OUT IN 3.5 WHEREVER ITEMS ARE TO BE HUNG FROM JOISTS, SECUREMENT SHALL BE FROM THE TOP CHORDS AT PANEL FOR THE REMAINDER OF WALLS, THE VERTICAL SPACING SHALL NOT EXCEED 400mm (16"). 3.3 BRIDGING OR BLOCKING:- ACCORDANCE WITH THE REQUIREMENTS OF CSA S16.1, POINTS UNLESS OTHERWISE PERMITTED. ,4 OVERLAP SPLICES:- SHALL BE A MIN. OF 150mm (6") FOR KNURLED WIRE & 300mm (12") FOR PLAIN ,1 PROVIDE CROSS-BRIDGING OR SOLID BLOCKING OR APPROVED PROPRIETARY METAL STRAPS IN ,6 STEEL DECK - SEE STEEL DECK NOTES. 3.6 PROVIDE ALL NECESSARY TEMPORARY BRACING TO KEEP STRUCTURE SAFE AND PLUMB. BRACING SHOWN WIRE, LAPS SHALL BE STAGGERED A MINIMUM OF 750mm (30") FROM COURSE TO COURSE. REINFORCING ACCORDANCE WITH THE ONTARIO BUILDING CODE. .7 MASONRY - WHEN REQUIRED OR DIRECTED, CONCRETE BLOCKS SHALL BE TESTED IN ACCORDANCE ON STRUCTURAL DRAWINGS IS PERMANENT FOR FINISHED BUILDING ONLY. SHALL NOT PASS THROUGH A VERTICAL CONTROL JOINT UNLESS OTHERWISE SHOWN. .2 PROVIDE CONTINUOUS WOOD STRAPPING ACROSS BOTTOM OF JOISTS AS/WHEN REQUIRED BY THE WITH CAN/CSA-A369.1M BRICKS IN ACCORDANCE WITH CAN/CSA A82.2M; AND MORTAR AND/OR 3.7 CO-ORDINATE WITH MECHANICAL & ELECTRICAL CONSULTANTS & SUB-TRADES WHOSE WORK MAY EFFECT .5 CORROSION RESISTANCE:- JOINT REINFORCING FOR ALL WALLS IN CONTACT WITH SOIL, EXTERIOR ONTARIO BUILDING CODE. GROUT IN ACCORDANCE WITH CSA A179. DETAILING, FABRICATION & ERECTION OF THE STEEL STRUCTURE. WALLS & WALLS IN A MOIST ENVIRONMENT SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION .3 SPACING OF BRIDGING TO BE AT 2100 mm (6'-10") MAXIMUM CENTRES, fo 3.2 ALL INSPECTION AND TESTING SERVICES ARE TO BE PERFORMED BY COMPANIES CERTIFIED BY THE 3.8 TOLERANCES: VARIATION FROM PLUMB & LEVEL EXTERIOR COLUMNS, COLUMNS AT ELEVATOR SHAFTS, & TO ASTM A153-62,458 gm/sq.meter (1,5 oz./sq.foot). 3.4 SUB-FLOORING AND ROOF SHEATHING:- CANADIAN STANDARDS ASSOCIATION AND FOR WELDING, INSPECTORS ARE TO BE CERTIFIED BY THE SPANDREL BEAMS INCLUDING ANGLES 1:1000 MAX. 25 mm (1/8" IN 10'-O" MAX. 1") .6 COMPOSITE & CAVITY WALLS:- WHERE COURSING OF WYTHES DO NOT ALIGN OF WHERE IT IS DESIRABLE .1 TO BE TYPE AND THICKNESSES SHOWN ON THE STRUCTURAL DRAWINGS, INSTALLED WITH END JOINTS CANADIAN WELDING BUREAU. OTHER PIECES ................................. 1:500 (1/4" IN 10'-0") & PERMITTED TO BUILD ONE WYTHE BEFORE THE OTHER, REINFORCING SHALL BE AN APPROVED ADJUS- STAGGERED. . 4.0 FOUNDATIONS 3.9 NO HOLES OTHER THAN THOSE SHOWN ON REVIEWED SHOP DRAWINGS SHALL BE MADE IN ANY STEEL TABLE TYPE WITH A BOX OR EYE SECTION WHICH EXTENDS INTO THE COLLAR JOINT OR CAVITY AND .2 AT EDGES OF PANELS, PROVIDE NOT LESS THAN 39mmx39mm (2"x2") BLOCKING SECURELY NAILED 4.1 REFER TO NOTES UNDER FOUNDATION PLANS. ALL EXTERIOR FOOTINGS OR OTHER FOOTINGS EXPOSED MEMBER WITHOUT WRITTEN PERMISSION OF THE STRUCTURAL CONSULTANT. RESTRAINS THE TRANSVERSE MOVEMENT OF THE TWO WYTHES. FOR CAVITY WALLS WITH RIGID BETWEEN FRAMING MEMBERS, UNLESS OTHERWISE APPROVED TO FREEZING IN THE FINISHED BUILDING SHALL BE FOUNDED AT A MINIMUM OF 1200mm (4'-0") 4.0 QUALITY CONTROL INSULATION, EXTENSION SHALL BE DESIGNED TO HOLD THE INSULATION IN PLACE BY USE OF PLASTIC .3 FOR ROOF SHEATHING PROVIDE AT LEAST A 2 mm (1/16") GAP BETWEEN SHEETS. BELOW FINISHED GRADE, UNLESS OTHERWISE NOTED. FOOTINGS EXPOSED TO FROST ACTION DURING 4.1 SEE GENERAL NOTES, NOTES UNDER PLANS, &/OR SPECIFICATION FOR INSPECTION & TESTING REQUIREMENTS. WEDGES OR APPROVED EQUAL. .4 EXTERIOR TYPE PLYWOOD USED AS ROOF AND/OR WALL SHEATHING SHALL BE LEGIBLY IDENTIFIED CONSTRUCTION SHALL BE PROTECTED BY A MINIMUM OF 1200mm (4'-O") OF EARTH OR ITS EQUIVALENT GALVANIZED HOOK STYLE "BOX TIES" OR "PIN-TIES" SHALL EXTEND INTO THE FACE WYTHE TO THAT THE MATERIAL IS OF EXTERIOR TYPE, SUFFICIENT TO PREVENT FREEZING. COMPLETE THE ASSEMBLY. .5 SUB-FLOORING SHALL BE GLUED AND NAILED TO ALL JOISTS. GLUE TO BE A HIGH SOLIDS, RUBBER 4.2 THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS OR ALONG STEPPED FOOTINGS ,7 PROVIDE ALL PREFABRICATED CORNER AND TEE SECTIONS. CONTACT TYPE SUPPLIED IN CARTRIDGES, USE A CONTINUOUS GLUE BEAD AND RUN A THIN BEAD SHALL NOT EXCEED A RISE OF 7 IN A RUN OF 10, MAXIMUM STEP APPROX. 600mm (2'-0"). 2.7 COMPOSITE WALLS:- SHALL HAVE THE VERTICAL COLLAR JOINTS BETWEEN WYTHES COMPLETELY FILLED INTO GROOVES JUST BEFORE INSERTING GROOVES OF T & G PLYWOOD. 4.3 CAP DEPTHS AND FOOTING ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE BASED UPON INFOR- WITH MORTAR OR GROUT. .6 NAILS TO BE 44 mm (13/4") SPIRAL OR RING THREAD AT 600 mm (24") ON CENTRES MAXIMUM. MATION AVAILABLE AT THE TIME OF PREPARATION OF THE STRUCTURAL DRAWINGS, 2.8 BOND BEAMS:- MADE FROM LINTEL BLOCKS, OR HALF WEB BLOCKS WHERE SHOWN ON STRUCTURAL DRAWINGS .7 MAKE BUTT JOINTS ON SOLID MATERIAL. 4,4 IF ACTUAL JOB SITE OR SOIL CONDITIONS VARY FROM THOSE ASSUMED, THEN WRITTEN DIRECTIONS SHALL CONFORM TO CSA A371, 3.5 WALL SHEATHING SHALL BE INSTALLED SO THAT ALL ENDS ARE SUPPORTED WITH END JOINTS 4.5 KEEP BE XCAVVATIONS CONTIINUOUSLYDRY CONSULTANT ISOPLACED.CEF THE SOIL ISESOFOENED BY STEEL DECK NOTES 1 T-A04 29 CSA A-179 (MORTAR IS NOT ACCEPTABLE).UNITS & REINFORCED HOLLOW UNITS SHALL CONFORM TO STAGGERED, OR FIBRE NOT THAN 2mm (1/16") SHALL BE LEFT BETWEEN SHEETS OF PLYWOOD, WATER, THE EXCAVATION SHALL BE EXTENDED BELOW THE SOFTENED MATERIAL AND THE BOTTOM OF THE 2.10 EXPANSION & CONTROL JOINTS-.- SHALL BE PROVIDED. SEE ARCHITECTURAL DRAWINGS &/OR SPECIFI- 3.6 NOTCHING & DRILLING:- ONLY ALLOWED WITHIN THE LIMITATIONS SET OUT IN THE ONTARIO BUILDING FOOTINGS LOWERED TO SUIT. 1.0 GENERAL CATION FOR DETAILS. CODE. 5.0 BACKFILLING AND COMPACTION:- 1.1 DESIGN, FABRICATION, HANDLING & ERECTION SHALL CONFORM TO THE FOLLOWING STANDARDS:- 3.0 EXECUTION 3.7 BRICK VENEER:- 5.1 SLABS-ON-GRADE AND ALL STRUCTURAL ELEMENTS FRAMING INTO WALLS WHICH RETAIN EARTH MUST BE .1 CSA-5136. 3.1 BEARINGS ON MASONRY.-- .1 UNLESS OTHERWISE NOTED, BRICK VENEER IS TO BE TIED TO WOOD STUDS WITH A MIN. 0.76x22 mm IN PLACE BEFORE BACKFILLING. .2 CSSBI 10M..........STANDARD FOR STEEL ROOF DECK. .1 MINIMUM BEARING ON MASONRY UNLESS OTHERWISE NOTED:- (22 GAUGE x 7/8") GALVANIZED CORRUGATED STRIP TIES SPACED AT MAX. 40OX600 (16"X24") 5.2 AT FOUNDATION WALLS WITH GRADE BOTH SIDES, UNLESS ADEQUATELY SHORED, BACKFILL & COMPACT .3 CSSBI 12M..........STANDARD FOR COMPOSITE STEEL DECK. BEAMS (STEEL, CONC., WOOD)................200 mm (8") NOMINAL CENTRES, ON EVERY STUD, STRIP TIES TO CONFORM TO CSA-A370, EACH SIDE OF WALL SIMULTANEOUSLY. .4 ASTM A525..........GENERAL REQUIREMENTS FOR STEEL SHEET, ZINC COATED. LINTELS (STEEL. CONC., WOOD)..............150 mm (6") NOMINAL .2 IF BRICK VENEER EXCEEDS 11000mm (36'-O") HIGH, CORRUGATED STRIP TIES ARE NOT TO BE 5.3 UNDER SLABS-ON-GRADE. REMOVE SOFT SPOTS, ORGANIC AND FOREIGN MATTER IN THE SUB-GRADE. .5 WELDING SHALL CONFORM TO CSA STANDARD W59 OR W59-M AND BE PERFORMED BY A FABRICATOR JOISTS (STEEL, WOOD)......................100 mm (4") NOMINAL USED, OBTAIN DIRECTIONS BEFORE PROCEEDING. (WHERE SUB-GRADE CONSISTS OF COMPACTED FILL, REFER TO SPECIFIC NOTES ON THE DRAWINGS). CERTIFIED TO CSA STANDARD W47.1. SLABS (CAST-IN-PLACE, PRECAST)............100 mm (4") NOMINAL 4.0 LAMINATED VENEER LUMBER (LVL PARALLEL STRAND LUMBER (PSL), GLUED-LAMINATED TIMBER (GLULAM) 5.4 BACKFILL UNDER SLAB-ON-GRADE, IN FOOTING EXCAVATIONS AND IN TRENCHES ONLY WITH APPROVED 1.2 WHEREVER STRUCTURAL FRAMING PERMITS, STEEL DECK SHALL BE DESIGNED & FABRICATED TO SPAN STEEL DECKING (ON WELD PLATE)..........._100 mm (4") NOMINAL 4,1 BEAMS, LINTELS AND JOISTS SHALL BE AS SUPPLIED BY AN APPROVED MANUFACTURER. MATERIAL, UNLESS SPECIFICALLY NOTED OTHERWISE, BACKFILLING SHALL BE CARRIED OUT IN CONTINUOUSLY OVER AT LEAST 4 SUPPORTS (3 SPANS). PROVIDE AN ADEQUATE INCREASE IN .2 MASONRY BEARINGS SHALL BE OF SOLID BLOCKS (OR GROUTED SOLID) OR BRICKS LAID IN MORTAR. 4.2 ACCEPTABLE TYPES:- PARALLAM BY TRUS JOIST MacMILLAN LTD. MAXIMUM OF 200mm (8") THICK LIFTS OF LOOSE FILL EACH COMPACTED TO A MINIMUM OF 957o THICKNESS OF METAL TO COMPENSATE FOR CONTINUITY WHEREVER FEWER SUPPORTS MAY OCCUR, END ALL JOINTS ARE TO BE FULLY FILLED WITH TYPE 'S' MORTAR. MICROLAM BY TRUS JOIST MacMILLAN LTD. STANDARD PROCTOR MAXIMUM DRY DENSITY. LAPS TO BE A MIN, OF 50 mm (2") AND BE LOCATED OVER SUPPORTS. .3 MIN. SIZE OF SOLID BEARINGS AT BEAMS AND LINTELS UNLESS NOTED SHALL BE EQUAL TO TWICE GQODLAM GLULAM BY GOODFELLOW INC. OR APPROVED EQUAL, 5.5 UNLESS OTHERWISE NOTED, PROVIDE IMMEDIATELY UNDER SLABS-ON-GRADE A MINIMUM OF 200mm (8") 1.3 .1 ROOF DECK SHALL BE FORMED WITH INTEGRAL RIBS IN ORDER TO SAFELY SUPPORT THE LOADS THE BEARING/WALL PLATE (WP) LENGTH AND FOR A DEPTH EQUAL TO THE BEARING/WALL PLATE OF COMPACTED (MTC) GRANULAR 'B' MATERIAL. COMPACTION TO ACHIEVE A MINIMUM OF 9870 GIVEN ON THE DRAWINGS OVER THE SPANS REQUIRED, DECK THICKNESS GIVEN ON DRAWINGS IS (WP) LENGTH, AND IN NO CASE LESS THAN 400 LONG x 200 DEEP (16 x 8"), SYMMETRICAL 4.3 WOOD VENEERS & ADHESIVES: - SHALL BE IN ACCORDANCE WITH APPROVED MANUFACTURER'S STANDARDS STANDARD PROCTOR MAXIMUM DRY DENSITY, MINIMUM ALLOWED. UNDER BEARING POINT. AND APPLICABLE CSA STANDARDS, 2 DEFLECTION OF ROOF DECK UNDER LIVE LOAD ONLY SHALL NOT EXCEED 1/240TH OF SPAN. .4 PROVIDE A MINIMUM OF ONE CONTINUOUS COURSE 200 mm (8") OF SOLID OR GROUTED VOID BLOCKS 4.4 ALL MEMBERS SHALL BEAR IDENTIFICATION MARKS OF THE MANUFACTURER. 1,4 .1 FLOOR DECK SHALL BE FORMED WITH INTEGRAL RIBS AND EMBOSSMENTS FOR COMPOSITE ACTION OR BRICKS LAID IN MORTAR AT THE TOP COURSE IMMEDIATELY BELOW ALL FLOOR AND ROOF BEARING 4,5 EXECUTION:- WITH CONCRETE SLAB IN ORDER TO SAFELY SUPPORT THE LOADS GIVEN ON THE DRAWINGS OVER LEVELS. .1 MINIMUM END BEARING SHALL BE 75mm (3") UNLESS NOTED. THE SPANS CAST-IN-PLACE CONCRETE NOTES 1T-A02 LOADS UNTIL CONCRETE IS THE DECK SHALL DRAWINGS TIS ALL MINIMUMTALLOWED. 3,2 TOLERANCES:CONFORM TOSCSA A371,RWISE NOTED ON THE ARCHITECTURAL DRAWINGS &/OR SPECIFICATION, ,3 WHERErINDIVIDUALSM LVL SHALL MEMBERS AREOBUBTTEDPTOGEDTER, CONTINUOUS OVBERNSUPPORTSORTS,.2 FOR .2 DEFLECTION OF COMPOSITE FLOOR UNDER LIVE LOAD ONLY SHALL NOT EXCEED 1/360TH OF SPAN, 3.3 COLD WEATHER CONSTRUCTION:- REQUIREMENTS & PROTECTION SHALL CONFORM TO CSA CAN3-A371-M EXCEPT THAT WHERE BEAMS ARE CONTINUOUS OVER MORE THAN ONE SUPPORT, JOINTS MAY BE 1.0 GENERAL 1,5 DESIGN & DETAIL ON SHOP DRAWINGS CONNECTIONS TO SUPPORTING MEMBERS SO THAT DIAPHRAGM AND UNDER NO CIRCUMSTANCES SHALL MASONRY CONSTRUCTION BE PERMITTED WHEN THE AIR TEMPERATURE LOCATED WITHIN 150mm (6") OF THE QUARTER POINTS OF THE CLEAR SPANS. SUCH JOINTS SHALL to henson 1.1 PROVIDE ALL LABOUR, MATERIALS, TOOLS AND EQUIPMENT REQUIRED TO CARRY OUT THE WORK. FORCES ARE PROPERLY TRANSMITTED. FALLS BELOW -121C. BE STAGGERED END FOR END, 1.2 REFER ALSO TO GENERAL NOTES. NOTES UNDER PLANS AND SCHEDULES, TYPICAL DETAILS AND SPECIFI- 1.6 CLEARLY SHOW ON SHOP DRAWINGS POSITION OF TEMPORARY SHORING FOR FLOOR DECK IF REQUIRED, 4.0 QUALITY CONTROL .4 NAILING AND/OR BOLTING:- OF MULTI-PLYS SHALL BE IN ACCORDANCE WITH MANUFACTURERS ENGINEERING LTD, CATION. 2.0 PRODUCTS 4.1 WHEN REQUESTED SAMPLING AND TESTING SHALL CONFORM TO CSA STANDARDS S304 AND A369. REFER ALSO INSTRUCTIONS AND IN NO CASE LESS THAN 2 ROWS OF 16d (3 1/2") NAILS AT 300mm (12") 2.0 PRODUCTS 2.1 UNLESS OTHERWISE NOTED ROOF DECK &/OR COMPOSITE DECK SHALL BE FORMED OF METALLIC COATED TO GENERAL NOTES. CENTRES, EACH ROW, 2.1 PORTLAND CEMENT, WATER AND AGGREGATES SHALL CONFORM TO CSA STANDARD A23,1, SHEET STEEL CONFORMING TO CSSBI 101 M, & ASTM A446M, STRUCTURAL QUALITY GRADE 'A' WITH A 5 NAILS INTO EDGES OF LVL SHALL BE SPACED AT A MINIMUM OF 75mm (3') FOR 8d (2 1/2") co���ss� E=�308 2.2 PROVIDE AN APPROVED WATER REDUCING ADDITIVE IN ALL CONCRETE, PROVIDE AN APPROVED AIR ZF75 ZINC COATING, AS DESIGNATED BY ASTM A653M, NAILS AND 100 (4"} FOR tOd (3') NAILS. 970-fit+�x�a•ToronccQ@teph o M37 30s ENTRAINING ADDITIVE IN ALL CONCRETE WHICH WILL BE EXPOSED TO A FREEZE/THAW CYCLE AND/OR 2.2 UNLESS OTHERWISE NOTED DECK SHALL BE SINGLE FLUTED ELEMENT WITH INTEGRAL RIBS OF DEPTH & .6 LVL BEARING ONTO MASONRY OR CONCRETE AT OR BELOW GRADE LEVEL SHALL BE PRESSURE TREATED x416-635-9970.6416-635.9985•atnfo�ucepheneon-rngcon, 2.3 FORMWORK ACTION SHALLL DE-ICING CONFORMSALT. TO CSAADMIXTURES 5 ANDA D A231, CSA STANDARD S2693 ND FALSEWORK SHALL SIDE BASE JONTS BENOMINAL TWEEN ANELS, ([MIN) BNTN0,,76 ON THE (030')��NGS. DECK SHALL HAVE INTERLOCKING PREFABRICATED WOOD TRUSS NOTES 1 T-A08 (PT) IN PREVENT DECAY 0R PROTECTED WI THE BEARING WITH I MIN. OF LIMI POLYETHYLENE FILM. .7 NOTCHING & DRILLING:- PERMITTED ONLY WITH APPROVAL AND WITHIN THE LIMITATIONS SPECI- CONFORM TO CSA 5269.1, 2.3 COVER PLATES, CELL CLOSURES, FLASHINGS & REINFORCING STIFFENERS FOR UNSUPPORTED EDGES TO FIED IN THE ONTARIO BUILDING CODE. PROFESSIONAL SEAL: 2.4 IF SO INSTRUCTED, THE DESIGNS FOR THE FORMWORK SHALL BE SUBMITTED FOR REVIEW BEFORE BE SUPPLIED OF SIMILAR MATERIAL & ZINC COATING TO THAT FOR DECK, UNLESS NOTED, 1.0 GENERAL 4.6 LVL SHALL BE RESTRICTED TO DRY SERVICE LOCATIONS, AND SHALL NOT BE USED DIRECTLY EXPOSED TO WEATHER OR IN HIGH HUMIDITY AREAS WHEN A MOISTURE CONTENT EXCEEDING 19% CAN RESULT. QRof f SS/py CONSTRUCTION. FORMWORK DRAWINGS AND DESIGN SHALL BEAR THE STAMP OF A LICENSED PROFESSIONAL 2,4 PRIMER PAINT TO BE ZINC RICH, READY MIX TO CAN/CGSB-1.181 FOR FIELD "TOUCH-UP" OF WELD 1,1 TRUSSES, BRACING, BRIDGING AND CONNECTORS ARE TO BE DESIGNED AND FABRICATED BY THE TRUSS ENGINEER. BURNS AFTER DECK IS INSTALLED. FABRICATOR TO THE REQUIREMENTS OF CSA-086.1 & CSA-086.151 UNLESS OTHERWISE 4.7 ,1 GLULAM TIMBER PRODUCTS SHALL CONFORM TO CSA-086, CSA-0122 AND BE MANUFACTURED L�� 2.5 UNLESS OTHERWISE NOTED PROVIDE SLAB & BEAM FORMS WITH AN UPWARD CAMBER OF 2 mm/1000 rnm 2.5 UNLESS OTHERWISE SHOWN FOR OPENINGS THROUGH ROOF DECK FROM 150 mm TO 450 mm (6" TO 18") NOTED, TO SAFELY CARRY THE LOADS, INCLUDING ACCUMULATED SNOW DRIFT LOADS AS INDICATED ON IN ACCORDANCE WITH CSA-0177. `� 1 (r " PER 10'-O") OF SPAN, AND UPLIFT ENDS OF CANTILEVERED SLAB & BEAM FORMS 3 mm 11000 mm ACROSS THE FLUTES PROVIDE NOT LESS THAN A 5OX54X6 ANGLE (2"X2"X1/4 L). REINFORCEMENT TO THE DRAWINGS, AND ALL WIND LOADS. .2 CONNECTIONS TO CONFORM TO CSA-640.20/640.21, PRIMED OR GALVANIZED AS NOTED TO (r " PER 8'-0") OF CANTILEVER LENGTH. FRAME ACROSS EACH SIDE OF THE OPENING PERPENDICULAR TO THE FLUTES, WELDED TO AT LEAST TWO 1.2 DEFLECTION UNDER LIVE LOAD ONLY SHALL NOT EXCEED 1/240TH OF THE SPAN, EXCEPT THAT WHERE CGSB1-GP-40 OR CSA-6164. WELDING TO CSA-W59 & W47.1, y JASTEPHENSN 2.6 PROVIDE STANDARD ADJUSTABLE MASONRY ANCHOR SLOTS FOR ALL MASONRY FACING OR ABUTTING FLUTES EACH SIDE OF THE OPENING. PLASTER OR GYPSUM BOARD CEILINGS ARE HUNG DIRECTLY FROM THE TRUSSES, LIVE LOAD DEFLECTION .3 SUBMIT SHOP DRAWINGS AS DIRECTED, CONCRETE FACES, 2.6 FOR ROOF OPENINGS OVER 450 mm (18") ACROSS THE FLUTES AND FOR AREAS OF CONCENTRATED LOAD, SHALL NOT EXCEED 1/360TH OF THE SPAN. 5.0 WOOD I JOISTS 'a C` �J - 2.7 PROVIDE AND/OR INSTALL STANDARD ADJUSTABLE INSERTS & ALL OTHER CAST-IN INSERTS AS REQUIRED REINFORCE IN ACCORDANCE WITH STRUCTURAL FRAMING DETAILS SHAWN ON PLANS OR TYPICAL DETAILS. 1.3 IDENTIFY LUMBER BY OFFICIAL GRADE MARKS, 5.2 ACCEPTABLE TYPES: - TJI JOIST 5.1 JOISTS SHALL BE AS SUPPLIED BY AN APPROVED MANUFACTURER.S BY TRUS JOIST MacMILLAN LTD. i NN �`f Of � BY THE ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL DRAWINGS & SPECIFICATION. 3.0 EXECUTION 1.4 WOOD PRESERVATIVE (PRESSURE TREATED):- WHERE REQUIRED TO CONFORM TO CSA-080 SERIES. ALLJJOIST BY ALLIANCE FORBET PRODUCTS INC. 2.8 REINFORCING STEEL UNLESS SPECIFICALLY NOTED, SHALL BE DEFORMED BARS CONFORMING TO 3.1 SUPPLY AND PLACE STEEL PACKING AS REQUIRED TO PRODUCE AN EVEN BEARING PRESSURE AT 1.5 SHOP DRAWINGS CAN/CSA-G30.18-M GRADE 400 (58000 PSI). SUPPORTS. ,1 SUBMIT SHOP DRAWINGS FOR REVIEW AS DIRECTED BEARING THE STAMP OF THE LICENCED PROFES- 5.3 ALL MATERIALS AND ADHESIVES SHALL BE IN ACCORDANCE WITH APPROVED MANUFACTURER'S STANDARDS DWG TITLE: 2.9 WELDED WIRE FABRIC TO CONFORM TO CSA G30.5-M. 3.2 UNLESS OTHERWISE NOTED ON DRAWINGS OR SPECIFICATION, PERMANENTLY ATTACH THE STEEL DECK TO SIONAL ENGINEER RESPONSIBLE FOR THE DESIGN. & APPLICABLE CSA STANDARDS. 2.10 REINFORCING SHALL BE DETAILED, BENT, PLACED AND SUPPORTED TO CONFORM TO ACI STANDARD 315 BEARING SURFACES AS FOLLOWS: THE FIRST, THIRD & FIFTH LOW CORRUGATIONS, 300 mm (12") MAX. ,2 CLEARLY INDICATE ON THE SHOP DRAWINGS, THE SPECIES, SIZES AND STRESS GRADES OF LUMBER 5.4 WOOD I SHALL BE FABRICATED WITH A STRUCTURAL CONNECTION OF THE CHORDS TO THE WEB MATERIAL TYPICAL NOTES AND THE MANUAL OF STANDARD PRACTICE PUBLISHED BY THE REINFORCING STEEL INSTITUTE OF CENTRES, & EACH SIDE OF EACH SHEET, ARC SPOT WELD WITH 20 mm (3/4") NOMINAL TOP DIAMETER; USED. UTILIZING A PRESSURE GLUED TONGUE AND GROOVE JOINT. CANADA. - SIDE LAPS OF ADJACENT UNITS SHALL BE MECHANICALLY FASTENED 0 600 mm (24") ON CENTRE MAX., ,3 SHOW PITCH, SPAN, CAMBER CONFIGURATION, AND SPACING. 5.5 SHOP DRAWINGS:- SHOWING DIMENSIONS, TYPICAL DETAILS, PLANS, INSTALLATION PROCEDURES AND 2.11 DRY-PACK GROUT TO BE 1 PART PORTLAND CEMENT TO 1 i PARTS SAND TO 2 PARTS OF 8 mm PEA OR WELDED USING 25 mm (1") WELDS AT 600 mm (24") MAX. SPACING:- SIDE CONDITIONS SHALL BE .4 INDICATE CONNECTOR TYPES, THICKNESSES, SIZES, LOCATION, DESIGN VALUES AND BRIDGING IDENTIFICATION MARKS SHALL BE SUBMITTED FOR REVIEW WHEN REQUESTED. SHOP DRAWINGS TO BEAR GRAVEL WITH ONLY SUFFICIENT WATER TO DAMPEN MIXTURE. COMPRESSIVE STRENGTH 5OMPa AT 28 DAYS. WELDED WITH 20 mm (3/4") WELDS AT 900 mm (36") MAX. SPACINGS. REQUIREMENTS. THE STAMP OF A LICENCED PROFESSIONAL ENGINEER. 2.12 NON-SHRINK GROUT TO BE AN APPROVED PRE-MIXED PROPRIETARY PRODUCT. 3.3 WELD STUD SHEAR CONNECTORS THROUGH DECK WHERE REQUIRED BY DRAWINGS. ,5 SHOW BEARING & WIND UPLIFT ANCHORAGE DETAILS. 2.13 PROVIDE APPROVED EXTRUDED PVC WATERSTOPS OF SIZE & STYLES INDICATED, WITH PRE-WELDED 3.4 "TOUCH-UP" GALVANIZED SURFACE WITH SPECIFIED PRIMER AT WELDS AND SCRAPES, ETC., BOTH UPPER ,6 REVIEW OF THE SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY 5.6 ALL MEMBERS TO BEAR IDENTIFICATION MARKS OF THE APPROVED MANUFACTURER, PROJECT: CORNERS & INTERSECTIONS. SEE ALSO TYPICAL DETAILS. AND LOWER SURFACES. FOR SEEING THAT THE WORK IS COMPLETE, ACCURATE AND IN CONFORMITY WITH THE STRUCTURAL 5.7 EXECUTION:- 2.14 CURING AND SEALING COMPOUNDS WHERE APPROVED FOR USE TO CONFORM TO ASTM STANDARD C309. 4.0 QUALITY CONTROL DRAWINGS. .1 MINIMUM END BEARING SHALL BE 75mm (3") UNLESS NOTED, GENERALLY, ALL CONCRETE SURFACES ARE TO BE SEALED UNLESS NOTED OTHERWISE. COMPOUNDS ARE TO 41 AN INDEPENDENT INSPECTION & TESTING COMPANY IS TO BE ENGAGED TO CARRY OUT AND REPORT ON 2.0 MATERIALS .2 HANDLING, INSTALLATION, ANCHORAGE, BRACING AND BLOCKING OF WOOD I SHALL BE IN ACCOR- C O U RT I C E FIRE BE COMPATIBLE WITH APPLIED FINISHES. THE FOLLOWING INSPECTION SERVICES:- 2.1 LUMBER:- UNLESS OTHERWISE NOTED, TO BE SPF SPECIES, GRADE NO. 2 CONFORMING TO CAN/CSA-0141 DANCE WITH MANUFACTURER'S REVIEWED SHOP DRAWINGS AND DIRECTIONS, 3.0 EXECUTION .1 SECTION PROFILE, GAUGE & STEEL GRADE, WITH MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF FABRICATION. .3 HOLES THROUGH WEBS PERMITTED ONLY WITHIN THE LIMITS PERMITTED BY THE MANUFACTURER. STATION NO. O//��T 3.1 MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE @ 28 DAYS SHALL BE AS NOTED ON THE DRAWINGS .2 ZINC COATING. 2.2 CONNECTOR PLATES: - GALVANIZED SHEET STEEL TO ASTM A446 GRADE "A" WITH G90 .4 NO CUTTING, NOTCHING OR DRILLING OF THE TOP AND BOTTOM CHORD IS PERMITTED WITHOUT (20MPo MINIMUM). .3 WELDED JOINTS. "WIPED COAT" DESIGNATION, AND WITH HOLES, PLUGS, TEETH OR PRONGS UNIFORMLY SPACED AND THE SPECIFIC APPROVAL OF THE MANUFACTURER. 3.2 SLUMP AT THE POINT OF DISCHARGE SHALL BE CONSISTENT AT 80 mm ±30mm (3" ±1w") .4 BEARINGS, FORMED. 5.8 WOOD I BEARING ONTO MASONRY OR CONCRETE AT OR BELOW GRADE SHALL BE PROTECTED AT THE 8c COMMUNITY UNLESS NOTED OTHERWISE, GREATER SLUMPS ARE NOT ACCEPTABLE. .5 SIDE LAP CONNECTIONS. 2.3 NAILS:- ZINC COATED STEEL TO CSA STANDARD B111, BEARING WITH A MIN. OF 0.05 POLYETHYLENE FILM, 13 CONCRETE MIXING, TRANSPORTATION, HANDLING AND PLACING SHALL CONFORM TO CSA STANDARD A23.1. .6 TOUCH-UP PRIMER, 2.4 SCREW & LAC SCREWS:- CADMIUM PLATED STEEL TO CSA STANDARD B35, (SERIES) 5.9 WOOD 1 SHALL NOT BE USED DIRECTLY EXPOSED TO WEATHER OR IN HIGH HUMIDITY AREAS WHEN A 3.4 CONSTRUCTION JOINTS FOR WALLS ARE BASED UPON VERTICAL JOINTS AT A MAXIMUM SPACING OF ,7 FIELD CUTTING AND/OR ALTERATIONS. 2.5 SPLIT RINGS:- HOT ROLLED CARBON STEEL TO CSA-040.20/G40.21, TYPE 26OW, MOISTURE CONTENT EXCEEDING 19% CAN RESULT, POLICING CENTRE 10000 mm (30'-0"). UNLESS CONTROL JOINTS ARE PROVIDED AS PER DETAIL 1T-C16. 4.2 REFER ALSO TO GENERAL NOTES AND SPECIFICATION, 2.6 PLYWOOD GUSSETS: - PLYWOOD TO CSA STANDARD 0121-M OR 0151-M, TOTAL LENGTH OF POUR TO BE DISCUSSED WITH ENGINEER PRIOR TO PROCEEDING, 10 EXECUTION 3.5 CONSTRUCTION JOINTS FOR WALLS, SLABS, AND BEAMS NOT SHOWN ON THE DRAWINGS SHALL BE 3.1 HOIST TRUSSES INTO POSITION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. Z61 TRUCE'S ROAD APPROVED BY THE STRUCTURAL CONSULTANT BEFORE CONSTRUCTION, GENERALLY JOINTS IN SLABS 3.2 INSTALL ALL NECESSARY TEMPORARY BRACING REQUIRED TO HOLD TRUSSES PLUMB UNTIL PERMANENT COURTICE, ONTARIO SHALL BE AT RIGHT ANGLES TO THE SPANS, AT MID-SPAN IF POSSIBLE AND BE CLEAR OF SUPPORTS BRACING IS INSTALLED, AND POINT LOADS, 3.3 INSTALL PERMANENT BRACING AND RELATED COMPONENTS PRIOR TO APPLICATION OF LOADS TO TRUSSES, 3.6 INSERTS, FRAME-OUTS, SLEEVES, BRACKETS, CONDUITS AND FASTENING DEVICES, SHALL BE INSTALLED 3.4 TIGHTEN LOOSE CONNECTORS. DATE: AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS IN A MANNER THAT SHALL NOT IMPAIR THE 3.5 DO NOT CUT OR REMOVE CHORDS OR OTHER TRUSS MEMBERS. DO NOT NOTCH OR DRILL MEMBERS UNLESS STRUCTURAL STRENGTH OF THE SYSTEM, BE SO INSTALLED THAT THEY SHALL NOT REQUIRE THE SUCH NOTCHING OR DRILLING IS ALLOWED FOR IN THE DESIGN OF THE TRUSS, CUTTING, BENDING, OR DISPLACEMENT OF THE REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL I I SCALE: DETAILS, 3,7 ELECTRICAL CONDUIT SHALL NOT PASS THROUGH A COLUMN, SHALL NOT BE LARGER IN OUTSIDE DIA- METER THAN 1/3 SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, SHALL NOT BE DRAWN BY: SPACED CLOSER THAN 3 DIAMETERS ON CENTRE UNLESS APPROVED AND HAVE A MINIMUM CONCRETE COVER A.E. OF 25 mm (1") AND UNLESS SPECIFICALLY PERMITTED OTHERWISE, SHALL NOT RUN HORIZONTALLY IN - A CONCRETE WALL. CHECKED BY: 3,8 OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE AFTER THE CONCRETE IS PLACED SHALL G'E'/ BE APPROVED BY THE STRUCTURAL CONSULTANT BEFORE PROCEEDING, DESIGNED BY: 3.9 FINISHING, REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIRED FINISH TO A.M. EXPOSED CONCRETE, ALL HONEYCOMBING SHALL BE CUT OUT AND FILLED. FLOOR FINISHES SHALL BE AS REQUIRED BY THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS AND SHALL CONFORM TO DWG STATUS: CSA STANDARD A23.1 (CLASS A CONVENTIONAL SMOOTH CLASSIFICATION). ���D�� 3.10 TOLERANCES FOR PLACING STRUCTURAL CONCRETE, REINFORCING STEEL, CAST-IN HARDWARE AND FOR FLOOR & ROOF FINISHES SHALL BE AS SPECIFIED IN CSA STANDARD A23.1. . 3.11 MINIMUM REINFORCING FOR ANY CONCRETE WALL TO BE AS SHOWN ON TYPICAL DETAIL FOR CONCRETE PROJECT No.: WALLS. 2003080 3.12 MINIMUM REINFORCING FOR ANY SUSPENDED SLAB SHALL BE TEMPERATURE BARS BOTTOM EACH WAY PLUS 10M 0 400 (16") DOWELS 604x600(2'-0"x2'-0") TOP AROUND PERIMETER, REFER TO TYPICAL DETAIL - OF ONE WAY SLAB . ® 4.0 QUALITY CONTROL DRAWING No.: REVISION 4,1 FOR INSPECTION AND TESTING, SEE GENERAL NOTES, S4- 1 The Contractor shall verify all dimensions prior to commencement of the work. All prints and Specifications are the SLAB ON GRADE DETAILS 1T-009 1 T-S01 ADJUSTABLE MASONRY ANCHORS TO STRUCTURAL STEEL 1 T-SO4 BRIDGING DETAILS 1 T-S07 1 T-S05 property of the Engineer and must be returned upon completion of the work. SLAB ON GRADE REINFORCED WITH SLAB ON GRADE REINFORCED WITH SYNTHETIC FIBRES WELDED WIRE FABRIC OR DEFORMED BARS ISSUE or REVISION COLUMN, CAP FOOTING FACE OF STRUCTURAL MEMBER 40 (1i") x 5 (e") STEEL STRAP ANCHORS t/3 BUT NOT LESS FILL JOINT WITH APPROVED t/3 BUT NOT LESS @ 600 (2'-0") o/c Date No. Description FILL JOINT WITH APPROVED THAN 50 (2") MATERIAL. THAN 50 (2") TO SUIT FITTED INTO COURSES AND CONNECTED 1 ISSUED FOR BUILDING PERMIT 9/30/03 MATERIAL, REINFORCEMENT(MUST WHERE NO SLAB-ON-GRADE, MASONRY TO STEEL MEMBER AS SHOWN POUR SLAB-ON-GRADE DOWN BE CUT BY SAW) PROTECT BASE PLATE WITH FACE OF O,W,S,J. OR STEEL BEAMS-SEE PLAN TO TOP OF CAP (OR MIN. 75mm {3") CONCRETE COVER. 2 ISSUED FOR TENDER 504/04 t t FOOTING IF NO CAP) 50 (2") STRUCTURAL MEMBER LEVELLING PLATE I 19x38 (1"x2") IF REQUIED qI 65 (2i") 90 (3i")BOTTOM REINFORCING WOOD STRIP TOP OF SLAB iii N40 (1i") WHEN SPECIFIED ON DWGS. �„ —�k IF THIS DIMENSION SAWCUT CONTROL JOINT SAWCUT CONTROL JOINT UNDERSIDE OF L� Q EXCEEDS 2000mm BASE PLATE "' 0 5 (e") P CT SLEEVE L 2ix2ixe MIN.(L 65x65x5 MIN.) � QED (6'-8") CONSULT FOR SLAB t GREATER THAN 150mm�§°� FOR SLAB t GREATER THAN 150mm(C) _ ° "� WELDED TO STEEL MEMBER ADDED X BRIDGING IN EACH BAY Q`" �� STRUCTURAL FILL JOINT WITH APPROVED t/3 BUT NOT LESS SLAB REINFORCING t/3 BUT NOT LESS - I v ADJACENT TO CUT BRIDGING CONSULTANT CAP REINFORCING, -�- - I - -1- 2-20M (s"} DIA MIN, 50mm VATI N SAN ON EACH BRIDGING LINE BEFORE PROCEEDING MATERIAL. THAN 40 (li") (MUST BE CUT BY SAW} THAN 40 (1i") —II WHEN CAP DEPTH I CD ° ANCHOR BOLTS (2") GROUT — — — - EXCEEDS 4015 V (1'-6") I UNLESS OTHER- FOR JOIST SPACING FOR OPENING LENGTHS i _� _ _ WISE NOTED. MASONRY ANCHOR DETAILS PROVIDE 4-15 VERT FILL JOINT WITH + 10@ 460 (18") TIES •�/��/� /��/ ¢ UP TO 2000mm (6'-8")-C1 30x10 (C5x6.7) UP TO 900mm (3'-0") L65x65x5 (L2i"x2i"xe") UNLESS OTHERWISE NOTED I I I 3 0 {1'-0") MIN. FOR LARGER SPACING : -SEE PLAN FROM 900mm (3'-0") TO 1800mm (6'-0") APPROVED MATERIAL 50 INTO MASONRY, _ -- _ -C130x10 (C5x6,7) SAWCUT CONTROL JOINT SAWCUT CONTROL JOINT _ — (2_) 2�9 ( YP.) - I IF REQUIRED, FOR SLAB t UP TO 150mm (6) FOR SLAB t UP TO 150 mm (6 ) EXTEND BOTT, CHORD OF ` - -= ___ _ - —-= NOTES 50mm (2") 1, TOP OF ALL TRIMMING STEEL AT UNDERSIDE OF STEEL DECK UNLESS OTHERWISE NOTED. SAWCUT & FILL WITH APPROVED JOINT SAWCUT & FILL WITH APPROVED JOINT � MASONRY OR JOIST & CONNECT TO BM CLEAR COVER z TO SUIT MASONRY FLANGE AT 2000 o c. 2. LOCATION OF ALL MECHANICAL UNITS AND OPENINGS THROUGH ROOF IS BASED ON INFORMATION SHOWN MATERIAL IF CONC, IS TO REMAIN EXPOSED. MATERIAL IF CONC, IS TO REMAIN EXPOSED, TO TIES (TYP) I i I- MORTAR FILL. / -.- o COURSING. ON MECHANICAL DRAWINGS, THE STRUCTURAL STEEL SUB-CONTRACTOR MUST CONFIRM ALL THESE MECHANICAL DUCT DIMENSIONS AND SIZES WITH THE MECHANICAL CONTRACTOR. t t/3 t t SLAB MIN. 4-15 DOWELS x .--= JOIST BRIDGING TO BE CUT 3. O,W.S.J MUST BE DESIGNED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS. — — — — — REINF. 460 (18") UNLESS 1 _ _ _ 4. IF ACTUAL LOCATIONS OR DETAILS VARY FROM THOSE SHOWN, THE STRUCTURAL CONSULTANT MUST OTHERWISE NOTED - - BE INFORMED AND INSTRUCTIONS RECEIVED BEFORE PROCEEDING WITH THE WORK. �(j���</ o FOOTING REINFORCING ADJUSTABLE TYPICAL DETAIL WHERE BOTTOM CHORD 5. THE STRUCTURAL STEEL SUB-CONTRACTOR IS TO SUBMIT ERECTION DRAWINGS TO THE MECHANICAL 40 (1i") E 40 (1i") BOTTOM EACH WAY i MASONRY ENGINEER AND/OR CONTRACTOR FOR APPROVAL OF SIZE AND LOCATION OF OPENINGS FOR MECHANICAL UNITS. E BOTTOM REINFORCING CLEAR (TYP) ANCHORS. i JOIST BRIDGING AND�OR BRACING IS WHEN SPECIFIED ON DWGS. NOTE: REINFORCEMENT UNLESS OTHERWISE NOTED. DOES NOT CONTINUE ADJUSTABLE MASONRY CONSTRUCTION JOINT CONSTRUCTION JOINT THROUGH JOINT ANCHORS, EACH WAY _ 25mm CLR. BETWEEN REQUIRED TO BE CUT DUE TO TO MASONRY WALLS E `� MASONRY, BEAM & TOP OF INTERFERENCE BY MECHANICAL DUCTWORK NOTES: PARTITIONS FROM STEEL MASONRY. FORMED VERTICAL FORMED VERTICAL NOTE: REINF. DOES CONTROL JOINT CONTROL JOINT NOT CONTINUE 1. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY AS NOTED ON THE DRAWIN COLUMNS. CAVITY WALL /'/ � CLIP L75x75x6x15o LG. TYPICAL DETAILS FOR TRIMMING TO THROUGH VERTICAL (SONOTUBE OR (SONOTUBE OR CONTROL JOINT 2 GROUT UNDER BASE PLATES SHALL BE AN APPROVED PROPRIETARY BRAND PRE-MIXED, NON-METALLIC, NON-SHRIIIK, AS SPECIFIED J EACH SIDE OF BEAM AT METAL FORM) CONST. OR CONTROL METAL FORM) GROUT UNLESS OTHERWISE APPROVED, ON ARCH. DWGS. 2000 o/c MAX. STAGGERED, OPENINGS THROUGH STEEL ROOF DECK JOINT � CQNST. OR CONTROL JOINT 3. LEVELLING PLATES WHEN REQUIRED SHALL BE AS FOLLOW:- WELDED To U/S OF BEAM. 10mm (y") PLATE FOR MAX. BASE PLATE DIMENSION OF 300mm (12"). PLACE THIS CONG II PLACE THIS CONG II 12mm (i") PLATE FOR MAX. BASE PLATE DIMENSION OF 600mm (24"). PLAN OF ANCHORS SECTION OF ANCHORS NOT LESS THAN NOT LESS THAN AT STEEL COLUMN AT PERIMETER STEEL BEAM 7 DAYS AFTER-1 CO RE (6") BEYOND 7 DAYS AFTER CO RE (6") BEYOND 4, REFER ALSO TO GENERAL NOTES, & CAST-IN-PLACE CONCRETE NOTES. `- - CONCRETE COLUMNS `- -�CONCRETE COLUMNS SURROUNDING AREA. SURROUNDING AREA. 75 mm (3") BEYOND 75 mm (3") BEYOND STEEL TROWEL STEEL TROWEL NOTE: SURFACE OF CONC. BASEPLATE FOR STEEL SURFACE OF CONC. BASEPLATE FOR STEEL COLUMNS. COLUMNS. ALTERNATIVE SUITABLE PROPRIETARY BRANDS OF ADJUSTABLE MASONRY ANCHORAGE PLAN AT COLUMNS PLAN AT COLUMNS TYPICAL STEEL COLUMN FOUNDATION MECHANISMS MAY BE APPROVED FOR USE, SUCH AS: BLOK-LOK COLUMN-LOK, BLOK-LOK TYPE C WITH BL304 TIES, OR BLOK-LOK TYPE 'B' ANCHORS WITH BLT1 NOTES: 1. SAWCUTTING TO BE DONE AS SOON AS POSSIBLE AFTER SLAB IS PLACED. (MAX. 24 HOURS). TIES. SUBMIT DETAILS FOR APPROVAL BEFORE PROCEEDING. 2. JOINTS TO BE AT 4500 mm (14'-9") o/c MAXIMUM UNLESS OTHERWISE SHOWN OR APPROVED. TYPICAL ELEVATION REINFORCED MASONRY WALLS & PIERS 4P-P1 A TYPICAL REINFORCED EXTERIOR MASONRY WALLS & PIERS PLAN DETAILT 4P-P1 THICKENING OF SLAB ON GRADE F 1 T-009A T ICAL DETAIL OF OPEN WEB STEEL JOISTS SUPPORTING DECKING 1 T-S02 SHEATHING NOTES 1 T--W01 65n m (2i")MIN.BEARING UNLESS OTHERWISE NO END PANEL LENGTH SHALL PER ITTED. (WHEN JOISTS FRAME FROM ONE SIDE EXCEED THE LENGTH OF A ON THE CENTRE OF THE BEARING SHOES SHALL CONCRETE SLAB TYPICAL INTERIOR PANEL UNLESS DIAPHRAGM THIS PANEL JOINT IS POURED CONCRETE STAI PRECAST CONCRETE STAI BE OCATED WITHIN THE MIDDLE THIRD OF THE APPROVED BY THE ENCI EER, BOUNDARY NOT CONTINUOUS FLA GE OF THE SUPPORTING BEAM). WOOD DECKING LINTELS, SEE STRUCTURAL DRAWINGS. MIN WELDS FOR J015T STEEL DECKING ON NAILER I GROUT BED SN S TO BEAMS:- UP LINE OF BLOCK AT ro 0 50.M.(100 SO.FT,) - - - 4'x8' PLYWOOD 15M @300x900 LG. DOWELS SU ORTED AREA 65mm (2i") DEEP SHOE ALTERNATE COURSES, SHEAR KEY TO SUIT (15M @12"x3'-0"LG) 2- mx25mm LONG UNLESS NOTED PANEL ONTINUOUS PANEL JOINT PRECAST STAIR, SEE I (2- A")FILLET WELDS Z! z OR TER SUPPORTED AREAS TEEL DECKIN UNLESS NOTED, PROVIDE 100 BEARING VERT, REINF. 100 BEARING 38x89 SHEAR KEY I o PRECAST SUPPLIER I o 1QOx6x3001 BEARING PLATE & GROUT VARIES. 2- mx4pmm LONG I FOR LINTEL FOR LINTEL CO a' ° m (2- xi1`)0mm WELDS. I (4"xr"x1'-O�LG} WITH 2-13mm 2-10M CON T, ¢ 2-10M CON T. ¢ PLACE VERTICAL BARS EAC V EA n L - J I � ANCHOR BOLTS. (IF MAXIMUM NAIL JOIST BEAR FROM BOTH SIDES OF WALL USE l50x6x3MG. BR SPACING AT MAX. NAIL SPACING TO IN MAX, 3000 (10'-0") - - - - INTERMEDIATE FRAMING LENGTHS, GROUT EACH 1 _ �O O O o ^ �0 0 O o: CEILING EXTENSION BRIDGING WELD JOIST TO BEARING PLATE DIAPHRAGM ���• . ,kww 1 "' t a 1 `�' WHERE REQUIRED (TYP.) AS REQUIRED FOR JOIST MEMBERS IS 300 0/C (12"). Stephenson; + k L L �'s OF IACONALS TO (SEE NOTES BOUNDARY AND LIFT BEFORE PROCEEDING BEARING ON STEEL.TO NEXT, LAP A MIN, OF F �' ` f �.`� '��� � � ` ' I ¢ I INTERSECT AT A POINT BELOW) SUPPORTED EDGES rf ti ` t w ^ ' WITH THE CENTRO10 OF MASONRY BEARING SEE / ( ).600 (24") (TYP.) ..f Y � 300 TIP. 3Q0 TYP' THE BOTTOM CHORD TYP, IS 150 o C 6" INEERING LT[). (TYP,) NOTE BELOW) t00mm (4`) MIN. U/N Q 10M @250 B (12" 10M @250 B (12°) cons,�ltitrg structural Hnginecre ROOF -_- - — _ •f• .f,� '�;<*. ��' � ) JOIST BEARING ON STEEL (4 SHOE TO BE ON L WYTHE) - ,�. •.,�� 1 , � ,�`ti � � *� � (10M @10"B) 450 (10M @10"B) 450 JOIST BEARING ON MASONRY �''3 f r f,3'r ti't ti•• '� .�� 1 Whitehorse Raad •Toronto,Onmflo•M3j 308 . �, 3-10M CONT. 3-10M CONT. 1' T P CHORD FOR ROOFS +, r'f Xf+• 1 �:k`- .•t ~ (t 16 ) ( 16„) E TENSION BEARING PLATE AS NOTE ABOVE THIS PANEL EDGE n416-635-9970.5416-635-9985 -e:info�tephenean-eng.mm ERE REO'D ROOF JOISTS, TRUSSES - I I ('P.) L= IS UNBLOCKED & OR STUDS FOR WALLS ? STAIR TREAD & ? STAIR TREAD & IS SUPPORTED BY THICKENING THICKENING H CLIPS', PROFESSIONAL SEAL: MASONRY BEARING PARTIAL ROOF PLAN & WALL ELEVATION - - - - - - - THICKENING AT POURED THICKENING AT PRECAS (SEE NOTE BELOW) �Q QROfESS/Dry9! FLOOR 2-13mmmx200 LONG FOR DIAPHRAGM ACTION CONCRETE STAIR CONCRETE STAIR LONG (3A3"Ar" x EXTEND TOP AND BOTTOM LONG 3x3"� x8") GROUTED INNSOL D OR C UMN COLUMN ( " SHEATHING NOTES V J.D,STEPHENSON rn CHORDS AND CONNECT TO WELD CHORD WITH Z — — — — SUPPORT WITH SUFFICIENT FILLET I, x2) EXPANSION TYPE BOLTS IN 1 PLYWOOD SHALL MEET THE REQUIREMENTS OF CSA 0121 OR CSA 0151. IF SHOWN ON DRAWINGS.MOMENTS, SOLID MATERIAL 2 INSTALL ROOF SHEATHING PANELS WITH H CLIPS IN ACCORDANCE WITH THE o BUT NOT LESS THAN 309< TI T REQUIREMENTS OF THE O.B.C. & N.B.C. I OF CHORD'S CAPACITY. TIE WELD STEEL DECK ° PIER SIZE VARIES TO PLATE 3 PROVIDE 2 mm GAP BETWEEN ALL SHEETS AND ORIENT SURFACE GRAIN AT RIGHT 4cf 0 STEEL STAIR - - - - - - ANGLES TO FRAMING. - - - - - - - o SEE DETAIL 75x6 (3xr") CONTINUOUS 4 PROVIDE 2i" COMMON NAILS AS PER DETAIL. S.O.G ON 4P-P1 "INSPECTION OPENINGS" CAN BE EITHER FOR MASONRY REINFORCING, ARCHITECTURAL DECK WELD PLATE. DWG TITLE: WE n 1 13x200 LONG @ 600 o/c SIDE OF WALL TO SUIT CONSTRUCTION MASONRY FACING & CAVITY CONSTRUCTION (i " x 8' 0 24' o/c) BOLTS 4L-04 TYPICAL DETAILS 600 (24") REFER TO ARCHITECTURAL DRAWINGS. GROUTED IN SOLID * ALTERNATIVES WHERE EXPOSED FACE OF SINGLE MIN, // o W SLAB REINF WHEN 150 150 z ANGLE IS NOT ACCEPTABLE:- 1. REINFORCED MASONRY LINTEL BLOCKS U/S FOOTING I SPECIFIED (6") (6") o BPoDGTNG 55x55x5L (2x2xe L) (SEE LINTEL NOTES) m p m (SEE NOTES BELOW) V'ATH 13mm 4 MIN. LAP 600 (24") MIN. 1000 (3'-0") NOTE: ¢ ¢ ¢ 2. DOUBLE ANGLES (SEE BELOW) n I'D n JOIST PARALLEL TO STEEL BEAM ANCHOR BOLTS CUT BLOCKS TO SUIT JOIST PAR T A - ARI M RY ( ) TYP. ALL SPLICES. HOOK IN FOOTING IF NECESSARY OR 1. GROUT TO CONFORM TO REQUIREMENTS OF CSA STANDARD A179-M CLAUSE 8.1 TABLE 3 I __ PROJECT: IF REQUIRED BY DRAWINGS "FINE GROUT". SLUMP SHALL BE ±200mm AND COMPRESSIVE STRENGTH SHALL BE A MINIMUM t0 O O o^ 10 0 0 �-J' o. 0 ES. I 1 L r' > (X 1 L I� t, ABRICATION AND ERECTION OF O.W.S.J. SHALL CONFORM TO THE REQUIREMENTS OF THE ONTARIO BUILDING CODE (LATEST EDITION). NON LOAD BEARING BLOCK WALL LINTELS OF 15 MPo @ 28 DAYS. ,O O �j i0 0 O 2, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS WHEN PLACING DECKING OVER O.W.S.J. TO AVOID LATERAL DEFLECTION AND C 0 U RT I C E FIRE 2. COMPRESSIVE TESTING OF GROUT SHALL BE CARRIED OUT BY THE APPROVED INSPECTION AND 1 1 TWISTING OF JOISTS. THIS APPLIES PARTIACULARLY TO FREE ENDS OF JOINT RUNS. TESTING COMPANY IN ACCORDANCE WITH CSA STANDARD A179-M, 3, METAL DECK SHALL BE INSTALLED DIRECTLY ON TOP OF JOISTS WITH FLAT )OP CHORDS ONLY. T SP 300 TO 550 550 TO 1220 1220 TO 1830 1830 TO =440 2440 TO 3080 3080 TO 3660 PREPARE A MINIMUM 3 TESTS FOR EACH STOREY OF CONSTRUCTION, 1 TEST SHALL COMPRISE -/ - AS A MINIMUM AND UNLESS OTHERWISE NOTED, CENTRED UNDER EACH OWSJ BEARING PROVIDE ONE OF:- NOMINAL 12" TO 22" (22" TO 4'-0") (4'-0" TO 6'-0") (6'-0" TO 8'-0") (8'-0" TO 10'-0") (10'-0" TO 12'-0") CONSTRUCTION JOINT, ADDED REINF H N i) 3 COURSES OF BRICKS x 4OOmm (16") LONG MIN. STATION No. 0 4 OF 3 CUBES FOR TESTING, 1 AT 7 DAYS AND 2 AT 28 DAYS, 4,50 WHEN REQUIRED AT SPECIFIED ON ii) 1 COURSE OF SOLID BLOCK x 400mm (16') LONG MIN. 100 75x8 R 1L-9Qx9Ox6 1L-125x9Ox8 (LLV) 1L-125x9Qx8 (LLV) N/A N/A t!M- - MORTAR IS NOT ACCEPTABLE FOR USE AS GROUT, AND IF USED PIERS SHALL BE (1 6 ) PARTITION. (SLAB DRAWINGS iii) 1 COURSE OF GROUT FILLED BLOCK x 400mm (16") LONG MIN. REJECTED AND RE-CONSTRUCTED. 1 REINF, MUST NOT RUN iv) 1 COURSE OF GROUT FILLED MASONRY LINTEL BLOCK x 400mm (16") LONG MIN. & COMMUNITY 3. ALL CELLS CONTAINING VERTICAL REINFORCING SHALL BE COMPLETELY FILLED WITH GROUT IN THROUGH JOINT) GROUT TO HAVE MIN. 28 DAY COMPRESSIVE STRENGTH OF 20MPo. (4") 3xt P L 1L-3ix3ixr 1L-5x3ixt (LLV) 1L-5x3ixt (LLV) N/A N/A LIFTS NOT EXCEEDING 2400mm. GROUT SHALL BE CONSOLIDATED BY PUDDLING OR VIBRATING 5. EACH LINE OF BRIDGING SHALL BE ADEQUATELY ANCHORED AT EACH END TO STURDY WALLS OR TO MAIN COMPONENTS OF THE STRUCTURAL STAIR BEARING PARTITION FRAME, IF PRACTICALBE, IF NOT PRACTICALBE, DIAGONAL AND HORIZONTAL BRIDGING SHALL BE PROVIDED IN COMBINATION BETWEEN ADJACENT POLICING C E N T R E DURING POURING. AND THICKENING AND THICKENING JOISTS NEAR THE ENDS OF BRIDIGING LINES. 150 125x8 R 1L-100x90x6 (LLH) 1L-125xl25x8 1L-125xl25x8 1L-125x125x8 N/A 4, AT EACH LIFT "INSPECTION" OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF CELLS TO 6. SIZE AND SPACING OF BRIDGING SHALL BE AS REQUIRED BY THE ONTARIO BUILDING CODE (LATEST EDITION), BRIDGING INDICATED ON THE BE FILLED, THE CLEANOUTS SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING SEALED, TRUCTURAL DRAWINGS To BE CONSIDERED AS A MINIMUM ONLY. THICKENING A T THICKENING A T 7• BRIDGING SHALL BE COMPLETELY INSTALLED BEFORE ANY CONSTRUCTION LOADS ARE PLACED ON THE JOINTS. (6") 5xt P L 1L-4x3ixr (LLH) 1 L-5x5xt 1L-5x5xt 1 L-5x5xt N/A 5. SEE TYPICAL DETAIL ELEVATION 4P-PIA. 8. ALL BRIDGING SHALL BE ADEQUATELY CONNECTED TO THE JOIST CHORDS BY WELD OR BY APPROVED MECHANICAL MEANS, CAPABLE OF 2611 TRULL S ROAD RESISTING AN AXIAL FORCE OF AT LEAST 500 Ibs. (2.22 kN). STEEL STAIR MASONRY PARTITIONS 9. WHERE BRIDGING IS INTERRUPTED BY OPENINGS THROUGH DECKING OR BY DUCTWORK, PROVIDE A COMBINATION OF HORIZONTAL AND DIAGAONAL 200 175x8 R 2Ls-9Ox9Ox6 2Ls-125x94x8 (LLV) 21-s-125x9Ox8 (LLV) W200x21 + W200x21 + COURTICE, ONTARIO BRIDGING (AS NOTE No,5) IN FIRST BAYS BETWEEN JOINTS EACH SIDE OF INTERRUPTION 175x6 � BOTT. 175x6 E. BOTT, 10,!ALTERNATIVE DETAILS ARE TO BE SUBMITTED FOR COMMENT BEFORE PROCEEDING. W8x14 + W804 + DATE: (8") 7xt P L 2Ls-3ix3ixr T2Ls-5x3ixt (LLV) 21 -5x3ixt (LLV) 7xr PLBOTT. 7xr PLBOTT. OCTOBER 2003 250 225x8 R 2Ls-1QOx90x6 (LLH) 2Ls-100x100x8 2Ls-t5Ox100x8 (LLV) W200x21 + W200x21 + SCALE: 2254 1? BOTT, 2254 FE BOTT, (10") 9xt P L 2Ls-4x3ixr (LLH) 2Ls-4x4xt 2Ls-6x4xt (LLV) W8x14 + W8x14 + 9xr PLBOTT, 9xr PLBOTT. DRAWN BY: A.E. 300 275x8 R 3Ls-90x9Ox6 3Ls-125x90x8 (LLV) N/A N/A N/A CHECKED BY: (12") 11xt P L 3Ls-3ix3ixr 3Ls-50xt (LLV) N/A N/A N/A G'E'/ / 100 N/A 2Ls-45x45x5 2Ls-55x35x6 (LLV) N/A N/A N/A DESIGNED BY: kM. * (4") N/A 2Ls-1sx1sxe 2Ls-2ixlixr (LLV) N/A N/A N/A DWG STATUS: ¢ 150 N/A 21Ls-65604 (LLV) 2Ls-65x65x6 2Ls-90x65x6 (LLV) N/A N/A TENDER (611) N/A 2Ls-2ix2xr (LLV) 2Ls-2ix2ixr 2Ls-3ix2ixr (LLV) N/A N/A PROJECT No.: 2003080 DRAWING No.: REVISION S4-®2 LEGEND EXHAUST FANS SCHEDULE UNIT HEATER SCHEDULE Thprior toacommenclement of l the work. ns All prints and specifications are the SYMBOL DESCRIPTION SYMBOL DESCRIPTION VOLUME SP POWER POWER property of the Architect and must be UNIT NO. SERVES MANUFACTURER MODEL L/S Po VOLTAGE REMARKS REF. SERVES MODEL AIR FLOW HEAT OUTPUT FAN SPEED FULL LOAD ELECT. CHAR. returned upon completion of the work. COLD WATER (CW) t BDD (CFM) (in w.c.) HP (L/s) MBH RPM CONSUMPTION AMPS V/PHASE/HZ REMARKS P P -r APPARATUS BAY BANVIL ENVIROFAN FP48-R BACK DRAFT DAMPER 850 - 55 WATTS 120/1/60 UH-1 GEAR UDAP 1550 0.15 1.9 120/1/60 UDAP 30 215 24 RESNOR GAS FIRED CEILING SUSPENDED UNIT HEATER C/W LOW VOLTAGE -- HOT WATER <HW) CF-1 (1800) FAN C/W VARIABLE SPEED CONTROLLER 105F AND REVERSING SWITCH ROOM T'STAT, MANUAL SUMMER/WINTER SWITCH, VENT CAP& S.S. HEAT EXCHANGER ISSUE or REVISION HOT WATER RECIRC. --.-�-D FIRE DAMPER 108C (INTERLOCK FANS CF-1 & CF-2 TO OPERATE ON ONE..SWITCH/ UH-2 SHOP UDAP 30 215 24.6 1550 0.15 1.9 120/1/60 RESNOR GAS FIRED CEILING SUSPENDED UNIT HEATER INTERLOCKED WITH No. Description Date (HW RECIRC.) APPARATUS BAY BANVIL EVIROFAN FP48-R 850 - 55 WATTS 120/1/60 CONTROLLER) EF-8 T'STAT, VENT CAP AND S.S. HEAT EXCHANGER. -SAN- - - - SANITARY DRAIN (BURIED) pa ISOLATION VALVE CF-2 (1800) 1. ISSUED FOR PERMIT 09/30/03 2. ISSUED FOR TENDER 10/31/03 SAN SANITARY DRAIN (HUNG) � STRAINER EF-1 FEMALE COOK GC-160 71 93 113 WATTS 120/1/60 COOK CEILING MOUNTED FAN. FAN TO BE INTERLOCKED WITH LIGHT SWITCH. LAVATORY (150) (0.375) INFRARED TUBE HEATERS SCHEDULE (BASED ON ROBERTS-GORDON) 3. REISSUED FOR TENDER 5/5/04 - - - ST - - - - STORM DRAIN (BURIED) � PRESSURE GAUGE ST STORM DRAIN (HUNG) I THERMOMETER EF-2A HCP/POLICE COOK GC-140 47 93 70 WATTS 120/1/60 COOK CEILING MOUNTED FAN. FAN TO BE INTERLOCKED WITH LIGHT SWITCH. INPUT CAPACITY EF_28 LAVATORY (100) (0.375) UNIT NO. MODEL (MBH) TOTAL LENGTH FLUE ELECTRICAL NOTE ----V---- VENT LINE �=�.,=-uy M❑T❑RIZED DAMPER EF-3 DRYING-MALE COOK GN_720 200 124 323 WATTS 120/1/60 COOK IN-LINE FAN. FAN TO BE INTERLOCKED WITH AC-3. IRH-1 VINTAGE A CTH2-125 125 12,664 mm 0100 t20y C/yy LOW VOLTAGE THERMOSTAT (MODEL CE-ZS) F FIRE LINE LAVATORY AND W/1 SIDE SHIELD TYPE-FLOW (425) (0 5) IRH-2 VINTAGE 11 CTH2-125 125 12,664 mm 0100 1 V C LOW VOLTAGE THERMOSTAT (MODEL CE-2S) 10 1 -'1r- SUPPLY AIR DIFFUSER 20 ----G---- BURIED GAS LINE SIZE AND W/1 SIDE SHIELD EF-4 MEETING ROOM COOK GN-520 (300) {0 25) 171 WATTS 120/1/60 COOK IN-UNE FAN. FAN COMPLETE WITH LINE VOLTAGE SPEED CONTROLLER. G EXPOSED GAS LINE TYPE-FLOW RETURN OR I 4 EXHAUST AIR GRILLE COOK WALL FAN C/W SPEED CONTROL AND STARTER WITH PILOT LIGHT, �.I CHECK VALVE SIZE EF-5 HOSE TOWER COOK 12 SWO (5 0) (0.25) 1/8 120/1/60 MOTORIZED DAMPER, BIRDSCREE, WALL COLLAR SLEEVE 400x400. RD ROOF DRAIN ABOVE I MOTORIZED DAMPER TO BE INTERLOCKED WITH FAN, PUMP SCHEDULE BALANCING DAMPER EF-6 APPARATUS BAY COOK 20 SWO 1085 62 1/3 120/1/60 DAMPERATO OPEN�WHENAFAlA S OPERATING.DAMPER TO BED INTERLOCKED WITH AIR--I C❑ CLEANOUT (2300) (0.25) INTAKE MOTOR. DAMPERS. FAN TO START BY THE CO AND NOx DETECTION SYSTEM. REF. SERVICE LOCATION FLUID FLOW HEAD PUMP MOTOR ACOUSTICALLY LINED AIR TRANSFER DUCT SPEED SIZE VOLTAGE MODEL REMARKS PUMP DUCT 400x200 EF-7 GEAR ROOM COOK GC-340 95 62 135 WATTS 120/1/60 COOK CEILING MOUNTED EXHAUST FAN C/W ON/OFF SWITCH. (US GPM) (FT) RPM HP S.A. ARMSTRONG HOT WATER RECIRCULATION PUMP. X HB HOSE BIBB - -- DOOR UNDERCUT GRILLE (200) (0.25) 1. HOT WATER TANK MECH. ROOM 5.0 8.0 1750 1/12 115/1/60 S-25 PUMP SHALL BE BRONZE BODY & IMPELLER C/W A STARTER. -X NFWH NON FREEZE WALL HYDRANT -Q ° OPEN ENDED DUCT EF-8 SHOP ROOM COOK GC-520 142 62 172 WATTS 120/1/60 COOK CEILING MOUNTED FAN C/W LOW VOLTAGE HEAT/COOL T'STAT AND HUMIDISTAT CSA APPROVED BACKFLOW - - - = AC❑USTICALLY LINED DUCT (300) (0.25) IN PARALLEL (REFER TO DRAWING M-04) PREVENTER 47 93 O DS DOWN SPOUT PIPE DOWN EF-9 JANITOR ROOM COOK GC-140 (100) (0375) 70 WATTS 120/1/60 COOK CEILING MOUNTED FAN. FAN TO BE INTERLOCKED WITH LIGHT SWITCH. DOMESTIC HOT WATER HEATER SCHEDULE CAO C COMPRESSED AIR OUTLET 'O PIPE UP EF-10 KITCHEN H000 GROAN 48000 80 - 13 A 120/1/60 TWO SPEED CONVERTIBLE RANGE HOOD REF. TYPE LOCATION MODEL MANUFACTURER WEIGHT STORAGE STORAGE INPUT POWER . CA COMPRESSED AIR T SYSTEM THERMOSTAT (170) COLOUR TO BE DETERMINED BY ARCHITECT. CAPACITY - - - -� - - RUNNING TRAP SPEED CONTROLLER HWT VERTICAL MECH./ EL. RM OCLON A.O. SMITH 18OKg 60USG 120MBH 120V EF-11 TAIL PIPE EXHAUST NEDERMAN 14-NIF-402-3 1130 - 5 208/3/60 NOT BY DIVISION 15. CD COMBINATION DRAIN O ON/OFF SWITCH FAN WILL BE SUPPLIED AND INSTALLED BY NEDERMAN. • HD HUB DRAIN FE FIRE EXTINGUISHER FD FLOOR DRAIN _lchiplmr EC FIRE EXTINGUISHER IN CABINET EQUIPMENT SCHEDULE GRILLES AND DIFFUSER SCHEDULE (BASED ON EH PRICE) AIR COMPRESSOR SCHEDULE No. REF, TYPE. MODEL SIZE FINISH FRAME NECK SIZE DAMPER TAG MANUFACTURER MODEL LOCATION MOTOR, HP MAX PRESSURE CFM OF CYLINDERS TANK SIZE WEIGHT L/S MIN. UNIT VOLTAGE FAN MIN. CIRC. MIN. O.A. COOLING CAPACITY HEATING MBH APPROX. UNIT NO. SERVES LOCATION SIZE S.P. L/S WEIGHT REMARKS SUPPLY AIR AS SHOWN ON (CFM) (in) & PHASE HP AMPACm' CFM BTU/HR TONS INPUT OUTPUT Ibs DIFFUSER / / ( � A SPD 600x600 612 31 DRAWINGS NO ACP WEBSTER 102-2 JANITOR ' 1 2-208 3 (6��BAR) { 365 L/S) 1 16 USG 200 LOS ( 60 L) ( 90 KG) ROOF GCS16-048-12 1046 1/2 208/3/60 3/4 23 1 4 48,000 4 120 96 556 "OOFOCURB,WECO OMIZEREWIR WITH RELIEF DAMPER,ER, WATERGTIGHT Al DIFFUSER R SPD 30OX300 B12 31 AS SHOWN ON NO AC-1 POLICE (1800) / (240) � DRAWINGS NOTES: C/W FILTER, REGULATOR, PRESSURE GAUGE, OIL AND MOISTURE SEPARATOR ASSEMBLY DISCONNECT SWITCH AND T7300 SEVEN DAY PROGRAMMABLE T STAT. TRANSFER AIR 80 C/W BRACKETS, INSTALLED ON HIGH LEVEL ROOF GCS16-024-50 380 1/2 208/3/60 1 3 16 75 24,000 2 50 40 420 LROOFOCURB wECONOMIZEREWIROOFTOP LEF DAC/W ER, WATERGTIGHT B GRILLE (CORE ONLY) 600x300 B12 NO N/A NO AC-2 POLICE (800) / (160) � � EXHAUST OR DISCONNECT SWITCH AND T7300 SEVEN DAY PROGRAMMABLE T STAT. 150050 "LENNOX" DOWN DISCHARGE ROOFTOP UNIT C/W 350 HIGH C TRANSFER 8OTB OR AS NOTED 612 TB N/A YES AC-3 DORM/ ROOF GCS16-024-50 (800) 1/2 208/1/60 1/3 16 (160) 24,000 2 50 40 420 ROOF CURB, ECONOMIZER WITH RELIEF DAMPER, WATER TIGHT AIR GRILLE ON DWG. TRAINING DISCONNECT SWITCH AND T7300 SEVEN DAY PROGAMMABLE T'STAT. D DOOR GRILLE 350x250 "LENNOX" DOWN DISCHARGE ROOFTOP UNIT C/W 350 HIGH AC-4 FIRE DEPT. ROOF GC516-036-90 (200) 1/2 208/3/60 1/2 18 115 36,000 3 75 60 556 ROOF CURB, ECONOMIZER WITH REUEF DAMPER, WATER TIGHT AS SHOWN ON (240) T' UN. SUPPLY/RETURN " „_QISCONNECT-SWITCH AND T7300 SEVEN DAY PROGAMMABLE E AIR DIFFUSER 24/SDS 50/2/15/B12 C/W 24/SDBI 50/2/15/6 DRAWINGS NO SECURITY SUPPLY AIR AS SHOWN ON 4 SIDED C/W AS SHOWN ON F MSBL LOUVER GRILL DRAWINGS 812 SLEEVE DRAWINGS NO SEQUENCE OF OPERATION: 75 VENT EXHAUST AND INTAKE 1. ACTIVATE EXHAUST FAN INTERLOCKED WITH AIR INTAKE DAMPERS WHEN CARBON MONOXIDE CONNECTION IS REACHING 35 PPM G GRILLLY AIR 520/F/L D SHOWN ON B12 NO TO TERMINATE 750 mm ABOVE DRAWINGS ROOF WITH CONCENTRIC TERMINATION OR NITROGEN DIOXIDE CONCENTRATION REACHING 1 PPM KIT 2. ACTIVATE AUDIBLE AD VISUAL ALARMS WHEN CONCENTRATION REACHES 200 PPM OF CO, OR 3 PPM OF NO2 VASMETEMPERATURE AND 3. SYSTEM SHALL AUTOMATICALLY RESET WHEN CO/NO2 CONCENTRATION FALLS BELOW RESET LIMIT. L E I P C I G E R PRESSURE RELIEF VALVES PLUMBING FIXTURE CONNECTIONS INCOMING GAS KAMINKER ER NE MITELMAN G REMOTE AUDIO/VISUAL ROOM ALARM (LOCATION TO BE REF. DISCRIPTION HW CW SAN VENT And Partnors Inc.CONSULTING ENGINMS I �32 HW TO BUILDING DETERMINED ON SITE) SUBURY (416)445-8255 O 16)4405-8255 / (705)65D 6881 APPARATUS BAY] 20 HW RECIRC. FROM BUILDING WC-1 FLOOR MOUNTED TOILET WC, ELONGATED, FLUSH VALVE, — 25 100 40 PROFESSIONAL SEAL: 32 CW TO Hwr - - - - - C0 CO SENSOR RS BAYS. WC-2 BARRIER FREE FLOOR MOUNTED WC, — 25 100 40 ELONGATED, FLUSH VALVE HWr H.W. RECIRC. PUMP SHALL BE EQUAL TO SA ARMSTRONG MODEL jS-25 WITH 5 U.S. U URINAL WALL HUNG, FLUSH VALVE — 25 50 40 GPM 0 8 FEET HEAD, 1/12 HP MOTOR, - NO NO2 SENSOR IN 1750 RPM, 115/1/60, PUMP SHALL BE - - - - APPARATUS BAYS. FFD BRONZE BODY & IMPELLER C/W STARTER. CENTRAL CONTROL PANEL L-1 COUNTERTOP LAVATORY, VITROUS CHINA 12 12 32 32 IN APPARATUS BAY C/W PROVIDE 3mm HOLE IN MANUAL OVERRIDE SWITCH. WALL HUNG LAVATORY VITREOUS CHINA, BARRIER FREE LKM 2003-0420 GAS FIRED STORAGE TYPE t00mm CONCRETE VALVE SEAT DISC FOR L—Z DOMESTIC HOT WATER HEATER HOUSE KEEPING PAD HOT WATER EXPANSION SEMI PEDESTAL 12 12 32 32 DWG TITLE: EXHAUST FAN IN S_1 DOUBLE BOWL SINK, BACK LEDGE MECHANICAL HOT WATER HEATER PIPING SCHEMATIC APPARATUS BAYS. 12 12 4a 32 N.T.S. LEGENDS, SCHEDULES, I M AND DETAILS HEAT TRACED NOTE. MO M01 MECHANICAL LEGENDS, SCHEDULES, AND DETAILS PROJECT:AIR INTAKE SH-1 SHOWER WITH PRESSURE BALANCING VALVE, DRAIN 12 12 75 40 BACKFLOW PREVENTERS 115/l/60 MOTORIZED DAMPER M02 MECHANICAL SITE PLAN E CSA APPROVED TO MEET REQUIREMENTS COURTICE FIR BACKFLOW PREVENTER BY LOCAL AUTHORITIES MD SH-2 SHOWER WITH PRESSURE BALANCING VALVE, LESS DRAIN 12 12 — — M03 FLOOR PLAN P&D STATION No. 04 50 FIRE TRUCK FILL HAVING JURISDICTION WATER METER C/W 3-VALVE LINE BY-PASS TO CITY WATER CO f NO2 MONITORING SYSTEM JS PRECAST FLOOR MOUNTED TERRAllO JANITOR SINK 20 20 75 40 M04 FLOOR PLAN HVAC & COMMUNITY WORKS REQUIREMENTS N.T.S. 50 WATER LINE j HEAT TRACED EW EMERGENCY EYE WASH 12 — 32 32 POLICING CENTRE / CSA APPROVED TO BUILDING QUICK-BLOCK POLYPROPYLENE GAS BACKFLOW PREVENTER SUPPORT WITH 50 THICK UV PROTECTED 2611 TRULL'S ROAD / STYROFOAM SM INSULATION. NFWH NON FREEZE BOX WALL HYDRANT — 20 — — COURTICE, ONTARIO. / PIPE CLAMP FASTENED TO FTF FIRE DPT. TRUCK FILL — 65 j M _ QUICK-BLOCK, CLAMP TO BE ONE - - DATE: €75 ®300mrn AFF SIZE LARGER THAN PIPE DIAMETER. MAY 5, 2004 100 FLANGE DRAIN VALVE � WH WASH HOSE SURFACE MOUNTED — 20 SCALE: / I GAS LINE _ _ DRAWN BY- 750 PROVIDE 2 - 250 STAINLESS STEEL 150mmO COMBINATION HD HUB DRAIN — — 75 40 V.T./L.V. ANCHOR RODS AND BOLTS FROM FLOOR DRAIN �-- - FLANGE TO ANCHOR (WITHIN 2m OF THE 1_ 1.5m WATER METER) - - A V A CHECKED BY: M.M. FD-1 FLOOR DRAIN FINISHED AREA 75 40 CONCRETE ANCHOR DESIGNED BY: BLOCK V.T./M.M. 1000 INCOMING WATER SERVICE NOTE: ROOF—� r— —— —— — — — —— —� FD-2 FLOOR DRAIN UNFINISHED AREA — — 75 40 owc STATUS: FROM CAPPED CONNECTION 1.5m FROM BUILDING PLUMBING SYSTEM MUST BE EQUIPPED WITH A WATTS No.530 TENDER CALIBRATED PRESSURE RELIEF VALVE AND DISCHARGE LINE TO CONFORM TO PLUMBING CODE STANDARDS. L50 THICK STYROFOAM 01 OIL INTERCEPTOR WITH RECEIVING CHAMBER — — 100 3 x 50 SUPPORT TO BE *QUICK BLOCK" (OR • PROJECT No.: APPROVED EQUAL), MANUFACTURED BY: GEAR WASH MACHINE BY DOMESTIC WATER SCHEMATIC GAS M 0 U NTI N G DETAIL ABETTER IDEA INC. (Tel: 519-268-1550) GW PROVIDE SHOCK STOPS ON HH &SCW SUPPLY. 2x20 2x2o 100 40 0210 N.T.S. N.T.S. DRAWING No.: REVISION M-01 N The Contractor shall verify all dimensions INFORMATION FOR THIS DRAWING TAKEN FROM BASE FOUNDATION FOR `� � prior to commencement of the work. A BOUNDARY AND TOPOGRAPHIC SURVEY OF: cOMMUNICATION TOWER 4 + All prints and specifications are the COORDINATE REQUIREMENTS property of the Architect and must be o PART OF LOT 30, CONCESSION 2 WITµTOWER SUPPLIER ry returned upon completion of the work. MUNICIPALITY OF CLARINGTON ^ + REGIONAL MUNICIPALITY OF DURHAM + ^ ISSUE or REVISION ^ AS PREPARED BY: + + No. Description Date DONEVAN FLEISCHMARN PETRICH ltd. ONTARIO LAND SURVE71'ORS 1. ISSUED FOR TENDER 10/31/03 OSHAWA ONTARIO + JOB No. 2003-184 2. REISSUED FOR TENDER 5/5/04 �' DATED: AUGUST 19, 2003 4n o ^N ^ MN ^� RELOCATED DIESEL FUEL �N + N STORAGE TANK ON NEW �01 l w + h ;5 + NEW L.S. SLAB CONTAINMENT PAD � � NEW L.S. /h °nIO //IL 5 ��ti�ti ono o �� 000 ALJ 0000000 ' + TYPICAL PRECAST CONCRETE BUMPER IN EACH PARKING SPACE IOOmm. UJIDE YELLOUJ PAINTED LINES SERVICE A$5HOWN I I PARKING 11-3000x6000 PARKING 5PACE5 is PAINTED (U °s� a 15LAND C) s^ HEAVY DUTY GRADE NEW L.5, B.H.-07 MElev.-129.2 I ry /�/i�/.��/i�/��//�, /�/��//�/i�/i�/i�/i /ice/i�/i�/i�/i�/ice/i�/,��/,��, A (mm) INSULATION (mm) 1400-1700 25 r` /o W 1075-1375 50 / °° + SAND , Z, I w O 1050-750 75 MC o M INSULATION ;,`: }' 725-675 100 M I I o I (STYROFOAM Sl ) HEAVY DUTY ASPHALT T ', �' ,'� SOIL CONG ago 1.4% SLOPE a/ CURB /' / %5LOPE q, PAINTED / o I Z ONGR TE W,4L + O ISLAND / Elev- 29.5 I ^> NOTE: + N y� �c� LANDSGAPINCs , + I 1 PIPES WITH BLE S THAE15AS SHOWN 1> D 256 SLOPE �/ LANDSGAPINCs cuRB/ + ON THIS DETAIL 300 300 2. A - MIN. 500 MM A T GONG ETE lUA K CURB 3. IF PIPE SITS ON CONCRETE I A GONG ETE Ul LK DEPRESSION PIPE PROTECTION DETAIL ADD 25mm INSULATION FROM BELOW CURB DEPRESSION h� N.T.S. � I / ENTRY /° rn 419, FRO5 I m �N NOTE: o / / SLAB GONG APRON ^>h A� + h LANDSGAPINCx LANDSCAPING= + 1. ALL SERVICES INSIDE THE BUILDINGS + AND CONNECTIONS TO SITE SERVICES + a� tip° / ENT Y , 0 3�o TO BE PERFORMED BY DIV. 15400 EXCEPT ^l� + Zia SLOPE G�^���0 �,�� / / SLOPE 2. ALL NOTED OTHERWISE.TO PERFORMED SLOP 0����' CONRETE SLt�B �,^�� �,ti� 0 BE E FORMED COMMUITY �i// PORTABLE NEW L,S. G NERaTOR BY DIV. 15490 + POLICING /^ ENTRY �i tq B.H.-04 + 5 AGCU5TIC FENCE -� CENTRE Elev.- 126.0 �328j ,>' SEE A-LI s m ENTRY + EXISTING G» L rn Z 206.09 sq.m FRAMED + n_o (2218.4 sq.ft.) "M Nam FM 0 N NONIN 4% / 5Lp EXISTING z COURTICE FIRE STATION No. 4 �E SLOPE EX.TREE DM B.H.-03 i 020m DIA _m Elev.-1 7 / N a 717.26 sq.m EX.TREE o y I / (7720.77 sq.ft.) .40m DIA m�1s CP �o J�B.H.-02 FIN. FLOOR ELEV. �es,fa�Ma + 2% SLOPE j .^,� Elm-125.8 133.50 i E x d I THOMAS BiOM HEAVY DUTY �� �� FR06T N `� M ^ ASPHALT �^�°� SLAB Qj ^° ^ CURB DEPRESSION `C���,. cv ENTRY + B.H.- 01 + >> E L LEAVING INV. 131.65 Elm-126.1 GAS MM I EXISTING r / P IN D I Sq SLO E+ ��� -SEE ALSO M-2 EX.TREE ASPHALT I In / 0.20m DIA EXISTING ">�' .�'ti�'� L D / � CONCRETE DRIVEWAY � + h��'� DRIVEWAY I 2090 o A NTR I EX.TREE a I EXISTIN SLOP HANDICAP TWO!2I \3 100 INCOMING cp �,ONG APRON ( 020m DIA z I FRAMED/ NEW L5. ® PARKING FLAG POLES COLD WATER SERVICE - �, z_. DWELLING// ��yti�' MIN. 1.8m BELOW GRADE. �^ 113 .35.35 No.2629 �� oe �� I SITS°sERVICES\W RK I EXISTING I LKM # 2003-0420 I FROM FRAMED BEGINS 1.5m I O ^i, �N >ry�0 HEAVY UTY FAG% DWELLING I ON �JE / B.H.-06 p DEPRESSION I E No. 2591 % Elev.-1291 o ASPH LT H.-05 GONG WALK W + LANDSCAPING W � MECHANICAL 0 13m OF 150m SAN 0 1 EXISTING GONG % IF COVERAGE OVE PIPE ,�, I lev.-129.3 / ASPHALT CURB IS LESS TH 1.5m. DRIVEWAY aQ� ���°' o PROTECT PE AS PER DETAIL I SITE PLAN 0` c h ON THI DRAWING. I w ILLUMINATED + CU I CURB SIGN -1 v I PROJECT P E +L. 132.83 I I I I EX. MH. i EX.STM MH. TOP 132.40 h n ENTERING INV. 131.52 ^ ,,. N. I v 128.42 ° ° ° LEAVING INV. 131.42 COURTICE FIRE h I N l i o GRAVEL N PNV. 129.00 I M fah N /o> o o4 VALVE AND BOX I 0 I Ki DRIVEWAY S. I�. 128 o s, �^> ' �,. N' N `v ► ° ^"' ^� O �; ^� I ,.^ W. INV 128 .80 �"• I 0� .� + Ex. M+� TO MUNICIPAL siIND��S Q3 4� w _ V& /^' _ I ° STATION No. 04 EX-O!H HYD O _ cV 9 1% SLOPE _ + RELOGAT l o SL E N E EX-OWN HYDRO - R LE OGATED II Q 400 dia '\ o EX-OOH HYDRO ® � I & COMMUNITY HP/BP/LS _ 400 a GALVANIZED I 20PECI B �, �, SIGN HP/BP/L5 ( nl 1��9 GALVANIZED S, �' HP/5P/L5 EX(-C MET L CULVERT m m m , III G METAL CULVERT ( � 8132,37 + I INV' 128'74 + EXISTING + + +e ' +�EXISTING 102m OF 1050mm STORM ® 1� I POLICING CENTRE Etc-CB I I 08V. 129'79 CONCRETE CURB I CONCRETE CURB I I ' _ a. _ _ .,. ._. _. _ ,_ _ _ 1 _ _ _ _. _ _ _ _ �. ( _ _ ... _ ._ � _ _ ®� I 2611 TRUCE'S ROAD 5- _ _ ..... _ ._ _ _ _ _ _ _ -,. _ _ _ _ _ e.. _ _ ..e., s _ _ _ .- -- -- - - ® ...m _ _ _ - _ _ _ ® _ _ _ _ _ _ _ _ _ _ _ . _. ._. ._ Sn„I_ _ _ ® � .._, ... �. - _ �- _ - _ _ _ ,.T_ 13;U "L -L S STM ,-R ® 1�C D° o ••�- --m --STM- _ ,e.,. .,._ _ _ _ _ _ _ - y,. _ _ _ _ _ .. - - -- -- - - -- - - -° _ �.. _ .�. _ _ - _ _ _ _ _ _ ...... _ _ _ -S COURTICE, ONTARIO 1 v� 1 _ o ^ rn i I o EX. MH 1 ,N I n I ,� 12m OF 150mm SAN 0 1% I MM SEN.LINE OF A511­1 CT PAVED ROAD TO BE CONNECTED TO CEN.LINE ' F ASPHALT PAVED ROAD I alltE; j 5i.3rn OF 300mm SAN ® 0.26% + +I + I + + TOP OF EXISTING SAN. MAIN. + + I MAY 5, 2004 I I I I i 107m OF 300mm SAN 0 0.27% I SCALE: EX. MH I I ROADI ALLOWANCE BETWEEN LOTS 30 AND ^31 l ® � _ o EX. MH 1 1:200 � ,. o.. _ e.. .... _ m.. ..d .e .... _ .m - - - .o.. ,_. _ ... - .®. m.. �.. ... �. _ _ .... - - - _ - _ �, _ ® - - - - .... �. .m. .� .o _ d., - I .... ._. .... . .A � ._ �e- ... � _ ... -SAN... �, o.. .® _ �1. �. _ _ _ _ro- .� a.. ... _.. m.. .... ,e.,, - .... -SAN,m. ... ... ,.. m. ... ... -� ... .® ... �. ..�� .�. .e. - ..a �. - - T� n. �. ... �. ..v ..�... ... ... ® � ..m. ,.., .� �. _ _ _ ® .® _ _. ® _ o.. _ � _ ... �, �.. ... ..� �,. _ .� .e ® ® �. � �, �. _ _ i I EW-c8 I EX-05 m ; m ; m I ORANN 81f: M.G.R. + + + + + I I I EX15TING EXISTING EXISTING I M.M. _MW__ - - - - - ( - SPHALT DRIV W Y MW - ASPHALT DRIVEWAY A5PHAL_T DRIVEWAY _ _ _ _ - MW - - I I EX GB EX.SAN MH. 41-46 �3•, ' TOP EL. 133.40 M. M,M, EX. CB I N. INV. 127.90 G G G I S. INV. 128.00 M SIAM E9X R" I W. INV. 127.70 CONNECT NEW \-CONNECTNEW I TENDER 1000\-EX.SAN MH. 41-147 SERVICE COLD WATER TO EXISTING GA EXISTING. TO I FRDW No-- TOP EL. 132.40 WATER MAIN. SnE ELM- MECHMI N. INV. 128.26 0210 tM01 SCALE 1100 S. INV. 128.20 ORAwNr6 Na: REVISION M-02 'NFWH' The Contractor shall verify all dimensions r to commencement of the work. All prints and specifications are the A W property of the Architect and must be �­gAjj�i H H 414 H 1 TFFFFR::R44:ff:ffT prope returned upon completion of the work. VESTIBULE x. ISSUE or REVISION F -7 CONC SDEWAU( No. Description Date 1. ISSUED FOR PERMIT 09/30/03 & 2. ISSUED FOR TENDER 10/31/03 11�A(A/,'Iy4j x 7M ,1`x`:1 6,_N4 CONC SIDEWALK 3. REISSUED FOR TENDER 5/5/04 200 CW ON ON NO RECESSED PIPING ALLOWED IN OUTSIDE SURFACE OF L WALL TO 'WH' WALLS (TYPICAL) L I(TYR FOR 2) X., x"x`)_ "N X LLL X LLL LLL /7n CONCRETE �X cAo E. SLAB-ON-GRADE _LLL -7 1<1 1 1� -LLL -LLL _LLL OVERHEAD DOOR -SEE ALSO 51TE PLAN X FOR SLOPING I.A (L 13 MT t: L "_mm wom,,24�ale, CAPTAIN'S ROOM L F2_5_1 L VESTIBULE F-267 > h. L x GONG II i 5 > CURB i SLOPE SLOPE SLOPE SLOPE CS WOR ALLOWANCE FOR x K LOCKER ROOM OUItK i cdNNtqON GENERATOR 10 to 1880 GUN BOOM ON TRAILER FILTER, REGULATOR OIL AND I------I GASH URU, L L L x L L L L L LLL MOISTORE SEPARATOR ASSEMBLY LL COVERED PAW: L L C/W PRESSURE GAUGE. LL LLL L L L Lu LLLL LL L L L ELLLLLL ACP TO BE INSTALLED ON BRACKETS x AT HIGH LEVEL L j L`7 7 M 777-+, ALL BY DIV. 15 200 CORRIDOR -24 It F 200 EXPOSED ON WALL x INTERVIEW LOUNGE ­,x V_�L F IN APPARATU S BAY ALL x HORIZONTAL PIPING TO RUN 12- .x IN VOID SPACE BETWEEN CEILING AND INSULATION OR AS INDICATED V 6-250 `F ON DRAWINGS L J 0 CW ACP TM 200 RADIO ROOM CEILING PIPI III I ' I FINISHED 20 JANITOR F2 ELEVATION 133.50 I 31 1 STORAGE < IP­4 r,- X, G G 5 GAS LINE ON TO HWT ALL EXPOSED PIPING IN APPARATU3 JS t320 BAYS SHALL BE INSULATED 77 IT ROOM AND PROTECTED WITH PVC 7_71 L GAS LINE ON ROOF 25 GAS LINE INTERVIEW L320 JACKETING AND AS PER SPECIFICATICN TO AC-4 'HEWN' MM A' A UH 250 L"L > 20 H&CW ON ii g AC:1 A SLOPE SLOPE SLOPE SLOPE 00 0 TO SERVE JS Y' DINING + ' KITCHEN AC-4 OFFICE 22 20 32 32 > L-� RECEPTION DETECTIVE SGT j 25 H&CW TO SERVE GW RD�� RD 4-500 TRUE NORTH C 1111_81 It NORTH ST it H REFER TO DETAIL FEC 1000 I 11T�7,�I 1 ­ -1— 1 _', .,I — I I UWWG. MOI FE APPARATUS BAYS —1=1000 LEIPCIGER __j 100—, F28 FC 20 < i 32 CW & 20 HW I 'FD-1 I > -Co TO SERVE 24S, KAMINKER AC-2 2-US AND SINK IT FD-2' FEC 400 CONNECT TO TRANCH DRAIN DRAIN BY GENERAL CONTRACTOR OF 2) MITELMAN Is INV. 133.10- SHOF` VK; 1k... Al A n4d Partnors Inc. t7n TO 111­� - - - SAN 4,j CONSULTING ENGINEERS SERVE SH 1000 32 CW & 20 Hw_/1 -K SUDBURY X TORONTO TO SERVE L. WC 32—) CORRIDOR (416)445-8255 (705)675-6881 A.-1000 100---+ 20- MALE ILI. U1 PROFESSIONAL SEAL.:x. X , SHOWERS �.I I,, ...,A. > MALE 3 I 'SH I I IX < X� +-75 LAV. +--75 -2' < 611 '-X X, > C6MMON 32 CW.'!& '13" W ITT 4 RMPTION SE I FEM- i3 I! r Il. I AC-31 r-Li r-�-i it i i L-250 44'SH-l' SHWR ON ROOF 320 HOSE r 1 01 < 75 200 25 L. s, 1; I 1 L J ll I TOWER r I I I - _j 4—200 F-297 Lr IM SAN 1:z M Co lit- z7;Z - - -_ - - -- ---- - -- -- - -- - - --- - LKM 2003-0420 FD-1, DWG; TITLE: TION > 50 V - - - -- - 'FD-2' SLOPE SLOPE K 'FO 10 40 L40 co, T xt L-40 CRU WORKSTATION 00 — C4 0< A�I 'SH- E FD 5 CORR LqV. t3 to'WC-2' CORR. M FEMALE 21c S""_< SAN- °° FLOOR PLAN 2-050 VENT UP X 'ZI -1000 T InX it E 50 I- 50 0- EW ------- k L L L L L L L A /T 7- 7 77,7777 17 Ll L L LL N rL L L COURTICE FIRE LLLL LLLL LLLL LLL LLLL LLL L 40 CW TO SERJ 1000 lLLLLLLL1LLLL LL COMMUNITY/MEETING LL GAS TO ROOF Em F 2-WC CAATI 0 N N o. 0 4 h j 200 H&CW -------- 15 CW ON TO ------ DORM 1 _Y FEMALE DOWN TO 2- 'SH-11' Ew.j f SAN- --SAN SAN- - - - - - - -- - - - - - - - CW & 20 HW TO L J SAN- COMMUNITY ENE L, SH, WC GEAR ­400 %T ROOM POLICING CENTRE 250 250 Er[: I 2611 TRULL'S ROAD y1A_.1_­­­­. DORMITORY I T-75 FEC +TRAINING 200 G G G x COURTICE, ONTARIO. A x 400-J DATE: ty 71 j IN VOID SPACE n, '72 77S?!Z�MZy5_ I < MAY 5, 2004 Ll 50 SLOPE SLOPE SLOPE o SLOPE x X 'FD-2' - CALE 1 :50 x 50 DRAWN BY: <" > V.T./L.V. FL LL 1- 150 CONNECT 150 SAN. 50 HEAT TRACED AS SHOWN - TO SITE SERVICES x FEMALE 1 1.5 ir FROM BUILDING x CHECKED BY- M.M. LL , LLLI LLL DORM 2 LLLL ON DETAIL ON DING IF COVERAGE ABOVE PIPE 200- LLL L LLLLLL� M-01. IS LESS THAN 1.5m PROTECT '> z/-- W \ x DESIGNED BY- PIPE FROM ABOVE AND 0- L L L L L L L L S� L L L GAS UP TO V.T./M.M. 1�s I SIDES WITH 50mm THICK A (L UH-I HIGH LEVEL [L L L-1000 W < A CAD E DWG CAATLIS: LLLL XZ4,x­>�­. ," , , 1 , % 1. 1 1 .", L L L LLL < *1 %, �\, "t,".\ - ' ' I + GAS METER L X, x , .. X . x x, > . /I L LL LL 'C Al, L ...... APPROX. LOAD LLLL AND ELEVATION OF SITE S CES TENDER x x x D CATION CHECK AND VERIFY E COMPRESSED AIR-*" EXACT QUICK CONNECTION R_ .............. (TYP. OF 2) UZI` RIOR TO CONSTRUCTION. REPORT P (M L Wa, 1 A DISCREPANCIES TO ENGINEER. PROJECT No.: )_40 x FWj 'WH' AB� G E. H T; 5rA, I UK SAN. LINL 0210 1 1 '6NV 1b 45 04 0 �7F PIPE 1 1* oil MEET SM. SERVI 1.5 m OUT OF BUILDING p BY DIV. 16 INV. 132.70 AARP, DROP TO INV. 131.65 DRAWING No.: REVISION MIN. 1.8m BELOW GRADE FOR 2) 1 THRUST BLOCK M-03 rp ZD The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the 0 1, x ................... 4:F4:FFFM:1 <: < `x t x:�: ..y,. x Property of the Architect and must be _1M t returned upon completion a e work. 800x600 INTAKE LOUVRE 177Z-- VE ULE C/W BIRDSCREEN AND ISSUE or REVISION MOTORIZED DAMPER. COK SIDEWALK No. Description Date (TOP OF LOUVRE 64OOOmm ABOVE GROUND LEVEL) X .1 - allVE AND MOTORIZED DAM ER BY DIV.15 1. ISSUED FOR PERMIT 09/30/03 CoNC GENERAL 2. ISSUED FOR TENDER 10/31/03 ri� > I I I I I I 1_1_I+:R4:FR`FFFFFFR= (L 3 kW 15OX150 REISSUED FOR TENDER 5/5/04 CONC SIDEWALK L FORCE FLOW HEATER A-75 (BY DIV. 16) L x 2000 X 7 CONCRETE SLAB-ON-GRAC)E 250x150 4� I T > SEE ALSO SITE PLAN OVERWEAL) DOOR A FOR SLOPING A-75 fD 1� 161 ;> N "x 2000 (L >�,", TYP. 4OOx2Oq A-125 X 4�k X L 2000 W F� EATER 8 L (BY DIV. 16) EF-6 T L VESTIBULE 5OOx6OOmm LOUVRE (BY GENERAL) 3OOx2OO OORDINATE EXACT LOCATION OF L EXHAUSTER EF-6. (TOP OF FAN AT 4800 mm Im CONC X !_j f CURB > 0 ABOVE GROUND LEVEL) T SLOPE SLOPE SLOPE SLOPE iC (D -------------- D AK 00 CIB WORKSTAT ON FEF_-1_11 I>< OCKER ROOM 600x600 LOUVRE FOR TAIL PIPE EXHAUST. GUN ROOM -11 AND LOUVRE BY -15Ox25O EF i L GENERAL CONTRACTOR 8 F-250050 G-50 \ �` X z COVERED PATIO L 56150 1000 VENT THRU WALL .-:5- C/W VENT CAP A-95 1000 VENT THRU C/W VENT CAP A-75 A-50 --,2000 ALLOWANCE FOR 15OxI50 PORTABLE GENERATOR 150xI 50 K ON TRAILER 2000 2000 1500 4OOx2OO X IN VIEW Q a' r x f 2 5Ox25O F- - GE T 200050 --1.0 kW B.B.H. (BY DIV.16) F-50 > /1�:L- UP' ON > x )<> "Ill'X 150050 1 X-50 1500 Ii 450x2O A EF 9 1500 Al SOFFIT BOX K DI M 7Q 300050 STORAGE A- 1,5 IT ROOM K, --- --- 30045011 i 7 250450 1 15 II I ,x IN' RVIEW 500x250 250 'x- 600 250 TYP. 0 -z A-5 4OOx2OO F-50 150x15O --4r-- , x wA SLOPE SLOPE SLOPE SLOPE 150050 2000 00 1 0 DINING & 1AC-4 ::2 L-T x J4 KITCHEN U Ilm I I - ____ - _ 1 0x150 L-1� A20O0 MUUM 1AI - - 6OOx250 )ED AC, 2OOo- I OFFICE > 41 0 0 TRUE NORM CONSTRLTION NOITIN 50x2.1 DETECTIVE SGT RECEPTION A-75 CT UP--j A-75 L E-50 X H II A ^x 2000 X A-50 450x20 x, APPARPTU BAYS x 40OX250 750 L&IDST X� 5 Y.X(It A 0 0 ff M -Ity-1-1ki 1500 EXHAUST 2000 25005011 A UP THROUGH R AND INTAKE U LEIPCIGER 5 '150051 THROUGH ROOF. EXHAUST TO I INI LA 40OX200 U TERMINATE 750 mm KAMINKER WV FFIF11 :JL - I! AC-2 C/W SCREE NNE MITELMAN BIRD SCREEN 'REFR-M'-5CH C CONTOL PANEL FOR CO SHOP _T FE-F--5-1 4OOx4OOmm OPENING Parin*rs Inc. -- 15Ox150 :r — I ­Ikyll r UN MO. 11111va Ix, x ind 50x150- PAN > COORDINATE EXACT LOCATION OF C/W MANUAL OVERRIDE & NO2 MONITORING WALL EXHAUSTER EF-5 WITH GENE CONSULTING ENGNEERS IN SUDBURY TRADES. (TOP OF FAN AT 8000 m TORONTO ABOVE GROUND LEVEL) NO2 MONITORING DEVICE. HEIGHT- (416)445-8255 (705)675-6881 0 OF INSTALLATION AS PER x 4OOx25O > MANUFACTURERS RECOMMONDATIONS. 142 117 FOR -3 SOFFIT BOX 0 PROFESSIONAL SEAL: 600 m-n ABOVE 1.anny'Inn x I X .., COM N < FLAT ROOF (TYP.) 150050 C-50 < 4:5) REct N < . :>," I F-1 x A-100 JW 25 2! MALE zw"zuu \x n-�. . SHaERS << .1 4OOx2OO UMI ut, x 7E AC—3 2000 ;HW MALE A-75 LAV. 0 HOSE TOWER L] 0 CO MONITORING DEVICE. C/W If 2000 1_�X2 30 x 0 x 771 ---MANUAL OVERRIDE TO BE I' r I I nc INSTALLED 1m A.F.F. E 50 150x'507 4OOx15O rNrr SLOPE SLOPI SLOPE SLOPE <x n 0 STARTER SOFFIT BOX Y DWG TITLE: 00 FOR EF-5 1 1001 15 ALE 0 FE) FLOOR PLAN 0 L 'C-3 �77*'j" FE_F-11 11 x HVAC A .300x,30icow!E-,L1, V 350x150 1�500 rjt� ABOV FLAT PROJECT: I WORKSTATIO L TyP. ZOOF C/1 x 400x2OO BIRO-REEN L L L 1 .1 L L L L L L L > PT 1_7�zl 1 1 `1 > A�j- e r_.. , ; ,W, 1. . , ) �":e - I OED A-75 COURTICE FIRE LL —------ N-1 100 0 FORCE 0 HEATER ,6 L L STATION No. 04 2000 1 �X' 0 0 2 )00 t53x250 & COMMUNITY _"MMUNITY/ME&G A-47 GEAR ROOM :7�1 POLICING CENTRE 1500 eTN !2 25Ox250- 250x2 X 2611 TRUCE'S ROAD < .......... x ITORY A-95 COURTICE, ONTARIO. A-95 'Al 4ING A-95 1500 200x2O�- 144 N. 2000 2000 DATE: MAY 5, 2004 SLOPE SLOPE SLOPE 0 'XI FO N SCALE: 1:50 DRAWN BY: -1000 L V.T. 0)0— -NOTE. A-47 CHECKED BY. ALL VENTS SHALL TERMINATE M.M. AT APPROPRIATE HEIGHT ABOVE 1500 J�_ (TY0•) ROOF TOO MEET ALL CODE > REOUREMENTS FEMALE L L L L L L L L L L L L -4-- 11 '> FU-H--_11 DORM 2 U 1 1 - 1L (L \ \� "` DWG STATUS: IK L L L ,, �">:,/ " x > TENDER 1000 VENT PROJECT No.: 14X i 1 so 6 0 INtAK 011 IR THROUGH WALL 0210 C/W VENT CAP x I ! I oil I 1 1 i i\k I l i l l l l j l I l j I ! ; 'r, I FRESH AIR INTAKE j I i j I j i ! j I I = I i it bF LO )Odmrn I t a C 0OX60 OORDII E IIu:., THROUGH WALL BOX DRAWING No.: REVISION SLEEVE AND MOTORIZE LESS DAMPE LOUVRE BY GENERAL D DAMPER BY DIV.15 (TYP. FOR 2)R M-04 CONC ?F 0 The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be NOTES : RE ELECTRICAL INCOMING SERVICE N 18 03' 40" W 70.01m returned upon completion of the work. 1. HYDRO ONE WILL SUPPLY AND INSTALL THE FOLLOWINGS: -- ------.- - --- - -- ----------• --------- -- — ------ ISSUE or REVISION 1. RELOCATION OF EXISTING HYDRO POLES AT TRULL'S ROAD. - - 2. 120/208 VOLT, 3 PHASE, 4 WIRE POLE MOUNT TRANSFORMER BANK TO SUIT FIRE STATION I LOCATION OF No. Description Date LOAD REQUIREMENT. I COMMUNICATION TOWER I 1 ISSUED FOR PERMIT SEPT 3. INSTALLATION OF SECONDARY CABLES UP THE POLE AND CONNECTION TO TRANSFORMER. 30 03 4. REMOTE OUTDOOR METER ENCLOSURE AND HYDRO METER. I STUB-UP CONDUITS TO I Z ISSUED FOR TENDER MAY04 5. WIRING FOR REMOTE METER AND CT. 405 X 405 X 150mm 6. SUPPLY CT'S TO THE CONTRACTOR FOR INSTALLATION. I WEATHERPROOF JUNCTION BOX (FOR EXACT LOCATION 2. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWINGS: I COORDINATE ON SITE). 1. 1-103mm SECONDARY DUCT AND 1-103mm SPARE DUCT ENCASED IN CONCRETE ENVELOP FROM THE BASE OF HYDRO POLE TO 400A MAIN DISCONNECT SWITCH IN ELECTRICAL ROOM. 2. 4#500 MCM CABLES FROM MAIN DISCONNECT SWITCH TO THE BASE OF HYDRO POLE. LEAVE 9144mm 30'-Ol SLACK OF SECONDARY CABLES AT THE BASE OF HYDRO POLE.I 4 - 3. 1200 X 1200 X 305 (48' X 48' X 121 METER CABINET IN ELECTRICAL ROOM. 4. 35mm (1 1/41 EMPTY CONDUIT WITH PULL STRING FROM METER CABINET TO REMOTE I \ OUTDOOR METER ENCLOSURE, MAXIMUM ALLOWABLE LENGTH OF CONDUIT IS 45M (150 FEET) ` \ AND CONDUIT RUN SHALL NOT HAVE ANY LB CONNECTORS. 5. PHONE OUTLET IN REMOTE OUTDOOR METER ENCLOSURE WITH 21mm (3/4") EMPTY CONDUIT AND PULL STRING TO MAIN TELEPHONE PLYWOOD BACKBOARD. 6. INSTALL CT'S AS SUPPLIED BY HYDRO ONE AND CONNECT TO THE MAIN POWER CONDUCTOR. 3. COORDINATE ALL WORK WITH HYDRO ONE. I I MR. SCOTT GOODHAND, PHONE: (905) 623-1071 EXT. 3335 I I ro0 00000 moo 0 000 ! -27 -27 NOTES : RE TELEPHONELWLE N INCOMING SEFMCE ! I AFF ANO PAT 305 m I I I LOCATION OF DI SEL { I IINEXP 0SION TERMINATE IN 1. PROVIDE 2-103mm PVC DUCTS DIRECT BURREED C/W PULL ROPE FROM TELEPHONE I I FUEL STORAGE TANK JUNCTION BOX I I PLYWOOD BACKBOARD IN FIRE STATION MAIN ELECTRICAL ROOM TO PROPERTY LINE I AS SHOWN. I 1/2HP, 1 OV, 10 2. PROVIDE 2440mm X 1220mm X 21mm FIRE RETARDANT PLYWOOD BACKBOARD FOR I I FUEL PUM I P N TV SERVICE AN 6 GROUND WIRE IN EMT CONDUIT TO MAIN I T. -73 AN WP ( I TELE HO E/CABLE S E D # CC 8 D BUILDING GROUND IN ELECTRICAL ROOM. I CCT. B-77 (SPARE) \ \ I ll! I 4#10+GR-27mmC AT 3. DUCTS IN AREAS SUBJECT TO VEHICULAR LOAD SHALL BE ENCASED IN CONCRETE, I e PROVIDE 30A OUTDOOR 600mm BELOW GRADE TO �-2-78mm RIGID PVC CONDUIT AT OTHERWISE DUCTS SHALL BE DIRECT BURIED. DIRECT BURIAL DUCTS SHALL BE RIGID PVC. I WEATHERPROOF AND EXPLOSION PANEL 1p-g \ \ 760mm BELOW GRADE FOR FIRE { I PROOF DISC. SWITCH. ( DEPARTMENT COMMUNICATION WIRING 4. COORDINATE TERMINATION POINTS AND ALL WORKS WITH BELL CANADA & CABLE N PRIOR { \ \ W TO DUCT INSTALLATION. I l BELL CANADA: MS. KAREN CLARKE TEL (905) 433-3350 I I 2-78mm RIGID PVC CONDUIT AT O CABLE N: MR. HUGH ROSS TEL (905) 436-4156 { 'P' 760mm BELOW GRADE FOR POLICE \ I I O A-33 DEPARTMENT COMMUNICATION WIRING co z 1-27 m RIGID PVC CONDO AT I 600m BELOW G E FOR ONTROL IWIRING TO FUEL ONITORING PANEL \ \ \ z i I �-1-27mm RIGID PVC CONDUIT AT \ 600mm BELOW GRADE FOR CONTROL I \ WIRING TO GENSET CONTROL PANEL III I \ \ I I \ I { I 'P' , I I A-33 LOCATION OF FUEL MONITORING I TRUE NORTH CONSTRUCTION NORTH PANEL j ( LOCATION OF I — OUTDOOR GENERATOR 1 L E I P C I G E R j 4#10+GR-27mmC COMWTY / p ' RIGID PVC CONDUIT AT POLIC�IGi I ICAf�INKER 600mm BELOW GRADE TO I MITELMAN ELECTRICAL ROOM =I r[-6-E METER CABINET / And Partners Inc. MAIN ELECTRICAL ROOM MAIN TELEPHONE PLYWOOD f ^„� CONSULTING ENGINEERS BACKBOARD I r='�R:ac>= ` ' TORONTO / (705)675 6881 LOCATION 0 HYDRO MAIN 400A MAIN DISCONNECT REMOTE 0 OOR METER DISTRIBUTION SWITCH (416)445-8255 ENCLOSURE. EXACT LOCATION I TO BE CONF�RMED AND APPROVED 35mm RIGID PVC I PROFESSIONAL SEAL: I BY HYDRO AND OWNER. CONDUIT AT 600mm { I BELOW GRADE f t to I ) p to I STUB UP AT 305mm A.F.F. ( � COURTICE FIRE STATION No. 4 I I I 1K INSIDE ELECTRICAL ROOM I r t I I - - AND TERMINATE IN I I 305mmX305mmX152mm PULL BOX LKM PROJECT# 2003-0420 I � IDWG TITLE: P. / i ELECTRICAL I A-33 O O / / I SITE PLAN 1-103mm SECONDARY PVC DUC ;.c .,.;.g; ( / +1-103mm SPARE PVC DUCT CAS i ;•��. I ��.. 1-27mm RIGID PVC CONDUIT AT / IN CONCRETE ENVELOP PROJECT: f 600mm BELOW GRADE FOR FUTURE I t I ry`"` USE. (FOR READOGRAPH SIGN 1-103mm CONDUIT ® 600mm i I +c.;5a' 510 dia. ry N I CONTROL WIRING) / BELOW GRADE FOR BELL TELEPHONE C O U RTI C E FIRE / SERVICE 03mm CONDUIT ® 600mm 460 dia. 'R I 2#10+GR-27mmC LIGHTING POLE SEE SPECIFICATION / STATION N o 0 4 r�pti�,i��,,;,j,; � / BELOW GRADE FOR CABLE N RIGID PVC CONDUIT AT I POLE BASE COVER / / SERVICE. 600mm BELOW GRADE TO I • LOCK NUTS I PANEL LP-A LEVELING NUTS I t 8c COMMUNITY / �1-78mm RIGID PVC CONDUIT AT I ILLUMINATED / 600mm BELOW GRADE FOR FUTURE TERMINATE DUCTS AT PROPERTY POLICING C E N T R E _ CAST-IN-PLACE CONCRETE BASE BUILDING SIGN X USE. (TRAFFIC CONTROL SYSTEM) r LINE. PROVIDE MARKER AND CA CCT.# A-29 I : OPTIONAL WRAP AROUND ALUMINUM COLOUR ACCENT BAND. STUB UP CONDUIT INTO + I r " 18 03 40 W 2611 TRULL S ROAD "" BH.SO SIGN BASE - --- -------- -- — - --- /\ III I I o GALVANIZED STEEL J BOLTS AS SUPPLIED 8Y MANUFACTURER — ---- — — -- __-- _. — FIN. GRADE ca 130x COURTICE, ONTARIO ;% CU TOP OF CONVENTIONAL FIBRE FORM AT 50 BELOW FIN. GRADE HP/BP/LS DATE: ;�`•. I 7 —EXISTING HYDRO POLE _ EXISTING HYDRO POLE - EXISTING EAD AUG. 2003 L_ a ;_� 41mm RIGID PVC CONDUIT SLEEVE - 915 RADIUS (REFER TO SITE PLAN) — - -- \�\ B —TO-B€-RE:�CAT BY--- mm HYDR R€tOCAi€�`81` HYDRO ONE JUNCTION BOX. JUNCTION BOX I HYDRO ONE ; SCALE: $ d ° I SHALL BE INSTALLED FLUSH WITH I AS SHOWN �., o NEW LOCATION OF EXISTING HYDRO FINISH GRADE. (FOR EXACT LOCATION I NEW LOCATION OF EXISTING HYDRO i 19mm RIGID CONDUIT SLEEVE FOR GROUND CONNECTION AS REQUIRED. POLE BY HYDRO ONE COORDINATE ON S�TE) R U L L " S R /1 POLE WITH 3 PHASFIBANK POLE PROVIDE A 19mm DIA. 3000mm STEEL COPPER COATED GROUND ROD 9`i t� ' MOUNT TRANSFORM BY HYDRO ONE DRAWN BY: Y.N. ADJACENT TO POLES AS SPECIFIED ON PLAN AND CONNECT TO METAL POLE WITH BARE COPPER CONDUCTOR. - GEN.LIN_ OF ASPHALT PAS E^v RC-AD - - _ - j GwI1.LINE � ASPFIALT rfi`.�r7 f�OAD _ CHECKED BY: �- Y.N./C.T. -� 8-20M REINF. RODS & 1 O TIES PER ONT. PROV. STD. DWG. OPSD-2200.01 ROAD ALL•QWA NC F, RFTI,;F'EN 0T,S 30 A14 31 DESIGNED BY: '4�0 `&i. ADAPT RIGID PVC TO POLYETHLENE PIPE WITH ADAPTER COUPLING C T DWG STATUS: 41mm POLYETHLENE PIPE -_ — — TENDER . SITE PLAN E `�T'* =Xf TIN1 EX15 IN PROJECT No.: ® , :` W!; LT Cr2i'•�E�.il.=t" :�SFNA�T J. Eli.µ.• DETAIL fl: TYPE 'P' UGHT STANDARD BASE DETAIL SCALE 1:200 0210 SCALE N.T.S DRAWING No.; REVISION Ex_FN I El - I The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications ore the property of the Architect and must be LEGEND OF SYMBOLS LUMINAIRE SCHEDULE returned upon completion of the work. WHITE NEUTRAL O Q INCANDESCENT, HID OR COMPACT FLUORESCENT, CEILING OR WALL MOUNTED TYPE LAMPS DESCRIPTION APPROVED EQUAL ]C RESPECTIVELY. LETTER DENOTES TYPE. REFER TO SCHEDULE AND SPECIFICATION. ISSUE or REVISION RECESS 610mm {2'-0'� X 1220mm (4-0) FLUORESCENT LUMINAIRE MOUNTED IN T-BAR CEILING, BAKED FLUORESCENT FIXTURE, CEILING OR WALL MOUNTED RESPECTIVELY, SIZE SHOWN TO 4 X 32W T8 WHITE ENAMEL HOUSING, HINGED FRAME, K12 0.125 ACRYLIC LENS, 2 x 120 VOLT 2 LAMPS PROGRAM RAPID COOPER RED (LINE) No. Description Date c - SCALE. LETTER DENOTES TYPE. REFER TO SCHEDULE AND SPECIFICATION. A 3500'K START ELECTRONIC BALLASTS. LITHONIA L SEPT LSI-VIS WHT POWER PACK 0 LIGHT 1 ISSUED FOR PERMIT THOMAS 2GRS-432-FS-01-1 ZO-EB 30/03 'F' FLUORESCENT STRIPLIGHT FIXTURE, LENGTH SHOWN TO SCALE LETTER DENOTES TYPE. N A FIXTURE 2 ISSUED FOR TENDER MAY RED (LOAD) D REFER TO SCHEDULE AND SPECIFICATION. 05 04 At 2 X 32W T8 SAME AS TYPE 'A' LUMINAIRE EXCEPT C/W TWO LAMPS H BILK All T ®®� LIGHTING AS ABOVE, CONNECTED TO EMERGENCY POWER SUPPLY 3500'K L N 120V NORMAL II CEILING OR WALL MOUNTED EXIT LIGHT, SINGLE OR DOUBLE FACE ARROW INDICATES ( CCT A-19 POWER CIRCUIT o J J DIRECTION, SHADED PORTION INDICATES SIGN FACE. RECESS 305mm (1'-Oj X 1220mm (4'-Ol FLUORESCENT LUMINAIRE MOUNTED IN T-BAR CEILING, BAKED COOPER # � m m LIGHT SWITCHI 2 X 32W T8 WHITE ENAMEL HOUSING, HINGED FRAME, K12 0.125 ACRYLIC LENS, 120 VOLT PROGRAM RAPID START PEERLESS CONTROL U EMERGENCY BATTERY UNIT C/W HEADS AS SHOWN 3500'K ELECTRONIC BALLAST. LUSTHONSA PC PHOTOCELL BLU OUTPUT THOMAS 1GRS-232-FS-01-120-EB BLK COMMON CEILING 20A, 120V. SINGLE POLE TOGGLE SWITCHES TWO OR MORE SWITCHES AT SAME LOCATION SHALL BE GANG WITH COMMON COVER PLATE. SAME AS TYPE 'A2' LUMINAIRE EXCEPT C/W DRY WALL ADAPTER KIT COOPER TS TIME SWITCH RED +24V DC SENSOR SWITCHES AS ABOVE, SUBSCRIPT DENOTES 3-WAY OR 4-WAY A3 2 X 32W 78 PEERLESS 3500'K UTHONIA HANDS LSI-VIS ❑D CF DIMMER SWITCH TO SUIT LAMP TYPE AND WATTAGE (CF DENOTES COMPACT FLUORESCENT) " PC TS 2 X 32W T8 RECESS 305mm (1'-01 X 1220mm (4'-0) FLUORESCENT SECURITY LUMINAIRE MOUNTED IN DRY WALL OFFo Ct CONTROL CONTACTOR 15 L.V. DOOR BELL/BUZZER COMPLETE WITH TRANSFORMER MID. AT 2286mm AFF A4 3500'K CEILING, DIE-FORMED 14 STEEL GAUGE, WHITE HIGH REFLECTANCE POLYESTER POWDER COAT FINISH HOUSING, CONTROL BUILDING PERIMETER DETAIL 4: OCCUPANCY SENSOR WIRING SCHEMATIC 0.250 CLEAR POLYCARBONATE IMPACT RESISTANT LENS, 120 VOLT PROGRAM ELECTRONIC BALLAST. _ L - AUTOJ {CT#AG 17,23,27,29,31,33 & 65 SCALE: N.T.S. 15AVUNL.ESS DUPLEX NOTED OTHERWISE U-GROUND RECEPTACLE RESPECTIVELY COOPER LIGHTING # FAIL SAFE FMR-X-12-232-120-82-86-EB82-PF24 PHOTOCELL 1 SPARE) OCCUPANCY SENSOR SCHEDULE 12OV, 15A ISOLATED GROUND DUPLEX RECEPTACLE OVERRIDE �� SWITCH r HANOI $ FLUSH WALL MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR SWITH: PROVIDE SEPARATE NEUTRAL AND GROUND WIRES FOR EACH CIRCUIT 1220mm (4-0") LONG SURFACE WALL MOUNTED FIXTURE C/W WALL BRACKETS KIT, ACRYLIC WRAP COOPER MOUNT OS AROUND DIFFUSER, WHITE FINISH, 120 VOLT PROGRAM RAPID START ELECTRONIC BALLAST. 1 - AUTO-ON WITH MANUAL OFF SWITCH. 120V, 15A SPLIT-WIRED DUPLEX RECEPTACLE EACH HALF ON A SEPARATE CIRCUIT B 2 X 32W T8 PEERLESS ADJACENT TO =OFFo C2 6P-20A CONTACTOR - FITS A STANDARD SWITCH BOX WITH DECORA COVERPLATE. Q 3500'K UTHONIA TIME CLOCK AUTO TO CONTROL EXTERIOR (3#12). - ADUSTABLE TIME DELAY BETWEEN 30 SECONDS AND 30 MINUTES. LSI-VIS L — _AUTO LIGHT — WHITE FINISH. AS ABOVE BUT MOUNTED ABOVE COUNTER OR 1200mm AFF UNLESS OTHERWISE NOTED, C&M #SWB-232—A-120—EB CCT#A-19,21,25 & 63 — ADJUSTABLE INTERGRATED NATURAL LIGHT LEVEL SENSOR BETWEEN 2 AND 200 FOOTCANDLES. CONFIRM PRIOR TO INSTALLATION (2 SPARES) SAME AS TYPE 'B' EXCEPT 914mm (3'-0") LONG - 5 YEAR WARRANTY. RATED RECEPTACLE AS NOTED. 81 350CK W WATT-STOPPER CAT. #WS-120-W FLOOR MOUNTED OUTLET C/W DUPLEX RECEPTACLES ro-S-1 FLUSH CEILING MOUNTED PASSIVE INFRARED OCCUPANCY SENSOR: — C/W AN ADDITIONAL SPDT ISOLATED RELAY WITH N.O., N.C. AND COMMON OUTPUTS RATED TWO LAMP FLUORESCENT STRIP LIGHT 1220mm (4'-0") LONG SURFACE CEILING MOUNTED, WHITE FINISH COOPER AT 1 AMP FOR 24V SOC AND 0.5 AMP FOR 120V AC. CR® 15A, 120V CEILING MOUNTED SINGLE RECEPTACLE (CR DENOTES CORD REEL) C 2 X 32W T8 C/W WIRE GUARD, 120 VOLT PROGRAM RAPID START ELECTRONIC BALLAST, END CUPS FOR CONTINUOUS ROW THOMAS NOTES — CIRCULAR COVERAGE OF UPTO 500 SQUARE FEET WITH HIGH DENSITY LENS. 350CK INSTALLATION. UTHONIA - SENSITIVITY ADJUSTMENT UNFUSED DISCONNECT SWITCH, 30A, 3P UNLESS OTHERWISE NOTED. LSI-VIS 1. CONTACTOR SHALL BE SQUARE D CLASS 8903 SERIES OR - ADJUSTABLE TIME DELAY BETWEEN 15 SECONDS AND 30 MINUTES.. PEERLESS LSG-4-232-EB APPROVED EQUAL C/W MULTI-POLE AND RATING AS REQUIRED. - SENSOR TO HAVE 2 OUTPUTS: ONE BASED ON OCCUPANCY; AND ONE BASED ON BOTH FUSED DISCONNECT SWITCH, SIZE AS NOTED SINGLE LAMP FLUORESCENT STRIP LIGHT 1220mm (4'-0") LONG, MOUNTED ON U/S OF CABINET. COOPER 2. TIME SWITCH SHALL BE INTERMATIC #T74018C-4PST-125V OCCUPANCY AND MINIMUM LIGHT LEVEL ADJUSTABLE BETWEEN 2.5 TO 430 FOOTCANDLES. 30/20A,3P 1 X 32W TS - 5 YEAR WARRANTY. ^ C1 3500'K 120 VOLT PROGRAM RAPID START ELECTRONIC BALLAST. THOMAS 3. PHOTOCELL SHALL BE INTERMATIC #K4121 -• •- BREAKER, SIZE AS NOTED UTHONIA WATT-STOPPER CAT. #CI-200. �, PEERLESS LS-4-132-120-EB LSI-VIS 4. CONTACTORS AND HAND/OFF/AUTO SELECTOR SWITCH SHALL BE MOUNTED IN EEMAC #1 POWER PACKS — INPUT VOLTAGE OF 120V AC ENCLOSURE, SQUARE D TYPE LG SERIES OR APPROVED EQUAL - OUTPUT AT 24V DC, 10omA OT THERMOSTAT, SEE SPECIFICATIONS 5. TIME SWITCH SHALL BE PROGRAMMED TO TURN-ON AT 7:00 AM AND TURN-OFF AT 12:00 PM - DRY CONTACT RATED FOR 20 AMP BALLAST LOAD, 13 AMP INCANDESCENT 1 X 25W T8 SAME AS TYPE 'Cl' LUMINAIRE EXCEPT 914mm (3'-0") LONG MIDNIGHT FOR CONTACTORS C6, C7 AND C9. LOAD, AND 1 HP MOTOR LOAD. 0 STARTER, SEE SPECIFICATIONS (SC - SPEED CONTROLLER) C2 3500'K 6. PHOTOCELL SHALL CONTROL CONTACTOR Ct AND C2 TO TURN-OFF SELECTED NOTES WATT-STOPPER CAT. #A120E-P. SUPPLIED BY DIV. 15, INSTALLED AND WIRES BY DN. 16. : PEERLESS LS-3-125-120-EB EXTERIOR LIGHT FIXTURES AND ALL SIGNAGES ONCE DAYLIGHT OCCURS, AND TURN-ON SELECTED 1- ADJUST SENSITIVITY OF SENSORS TO SUIT ROOM/CUBICLE SIZE AND CONFIGURATION TO ( ) MOTOR, SIZE AS NOTED EXTERIOR LIGHT FIXTURES AND ALL SIGNAGES ONCE IT GET DARK IN LATE AFTERNOON OR PREVENT SENSORS FROM "SEEING" OUTSIDE THE ROOM/CUBICLE. 7 OVERCAST CONDITION. SELECTED EXTERIOR LIGHT FIXTURES AND ALL SINGAGES SHALL BE 2- ADJUST TIME DELAY TO 5 MINUTES. 120V OUTLET FOR USE AS NOTED C3 1 X 17W TS SAME AS TYPE 'Cl' LUMINAIRE EXCEPT 610mm (2'-0") LONG OFF BETWEEN MIDNIGHT AND 7:00 AM. 3- LOCATE POWER PACKS AND J-BOXES IN CEILING SPACE WITH ACCESS. ® INCLUDE DIRECT CONNECTION UNLESS NOTED OTHERWISE 3500'K ®AD SAME AS ABOVE BUT FOR AUTOMATIC DOOR PEERLESS LS-2-117-120-EB EMERGENCY BATTERY UNIT AND EXIT SIGN SPECIFICATIONS ®MD 15A, 120V, OUTLET FOR MOTORIZED DAMPER. SAME AS TYPE 'C' EXCEPT C/W CHAIN HUNG KIT. OUTLET FOR USE AS NOTED INCLUDE FINAL CONNECTION UNLESS C4 2 X 32W T8 ® NOTED OTHERWISE 3507K BATTERY UNITS Q JUNCTION BOX 204mm (8") DIA. RECESS MOUNTED COMPACT FLUORESCENT DOWN LIGHT, CLEAR ALZAK REFLECTOR COOPER DETAIL 1 : EXTERIOR LIGHTING CONTROL DIAGRAM 1. LUMACELL RG12S36/2MQ SERIES, CSA C22.2.141 APPROVED, 120 VAC/12 VDC EMERGENCY LIGHTING BATTERY D 2 X 26W CFL QUAD WITH WHITE TRIM, 120 VOLT ELECTRONIC BALLAST. CAPRI SCALE: N.T.S. UNITS. THE UNITS SHALL BE COMPLETE WITH BATTERIES, CHARGER, LAMPHEADS PER UNIT AS INDICATED ON B 8 ELECTRIC HEATER WITH INTEGRAL THERMOSTAT 3500'K INDY DRAWING, CABINET AND 4'-0" (1.2m) AC CORD AND PLUG SET. 15A, 120V RECEPTACLE SHALL BE PROVIDED LITHONIA AT EACH BATTERY UNIT. HEATER DESIGNATION, LETTER DENOTES TYPE, NUMBER DENOTES WATTAGE JUNO CH8-2260-85OC-WH-120 Z. THE CHARGERS SHALL BE FULLY AUTOMATIC, SOUO-STATE TYPE BROWN OUT FEATURE THAT AUTOMATICALLY ® OCCUPANCY SENSOR SAME AS TYPE 'D' LUMINAIRE EXCEPT C/W 120 VOLT LUTRON HILUME COMPACT FLUORESCENT DIMMABLE COOPER AND INSTANTANEOUSLY ENERGIZES LAMP LOAD UPON FAILURE OF AC SUPPLY AND DE-ENGERIZES ON RETURN 21 mm EC C/W PULL OF AC SUPPLY. BATTERY PROTECTION CIRCUIT AUTOMATICALLY SHUTS DOWN LAMP LOAD WHEN BATTERY D1 2 X 26W CFL QUAD ELECTRONIC BALLAST (NO SUBSTITUTE TO LUTRON HILUME BALLAST IS ACCEPTABLE) CAPRI ISOLATED GROUND STRING TERMINATED ® FLUSH CEILING MOUNTED PAGING SPEAKER C/W BACKBOX 3500'K INDY DUPLEX RECEPTACLE (TYP.) IN ACCESSIBLE REACHES FULL DISCHARGE. CHARGERS SHALL FULLY RECHARGE BATTERY IN TWELVE (12) TO TWENTY-FOUR LITHONIA CEILING SPACE (24) HOURS AND SHALL BE CURRENT LIMITED AND SHORT CIRCUIT PROOF. UNIT SHALL HAVE AUTOMATIC LOW VOLTAGE DISCONNECT TO PROJECT BATTERY FROM DEEP DISCHARGE. ®S SURFACE CEILING MOUNTED PAGING SPEAKER C/W BACKBOX JUNO CH8-226Q-85OC-WH-120 LUTRON HILUME BALLAST 3. THE BATTERIES SHALL BE LONG LIFE SEALED PREMIUM PURE LEAD, MAINTENANCE FREE AND SHALL HAVE A SURFACE WALL MOUNTED PAGING SPEAKER C/W BACKBOX D2 1 X 50W 100mm (4") DIA. RECESS MOUNTED LOW VOLTAGE INCANDESCENT DOWNUGHT, CLEAR ALZAK REFLECTOR, JUNG 36 WATT CAPACITY TO SUPPLY SUFFICIENT OUTPUT POWER TO THE LAMP LOADS BATTERIES SHALL BE MR16 ADJUSTABLE CONE 35" TILT, WHITE TRIM, 120V LOW VOLTAGE ELECTRONIC TRANSFORMER. THOMAS "MI "MIN DESIGNED FOR AND WARRANTED FOR AT LEAST TEN (10) YEARS OF LIFE EXPECTANCY. LITHONIA J H NF UTHONIA - - - 4. THE CABINETS SHALL BE CONSTRUCTED OF #18 GAUGE STEEL, FINISHED IN WHITE ENAMEL PAINT. FRONT SURFACE WALL MOUNTED PAGING SPEAKER HORN COOPER # H1499T-1421-C INDY r T r - -1 r- KNOCKOUTS SHALL BEE PROVIDED PROVIDE TOEA FOR AND TIiF FULL ACCESS TO BATTERY AND CHARGER CONNECTIONS. LEIPCIGER PAGING SPEAKER VOLUME CONTROL 2440mm (8'-0") LONG STEM HUNG FLUORESCENT SLOTTED INDUSTRIAL FIXTURE RIBBED REFLECTOR KAMINKER © -PAGING SYSTEM MICROPHONE 4 X 32W T8 COOPER I I I I ( I SINGLE GANG BACK BOX 5. UNITS SHALL INCLUDE "PUSH-TO-TEST" SWITCH, AC AND HIGH CHARGE PILOT LIGHTS, AC CORDSET, AND G 3500'K BAKED WHITE ENAM0..HOUSING, 2 X 120 VOLT..2. LAMP RAPID START ELECTRONIC TRANSFORMER THOMAS p o p r FOR TEL OR CABLE TV PROVISION FOR CONDUIT CONNECTION. BALLASTS REFLECTOR ALIGNER CKIP AND WIRE GUARD UTHONIA I I I I I 20A, 120 VOLT WALL BOX ROTARY 15 MINUTES TIMER, WITH HOLD TANDEM Q Q ( ❑ I I I OUTLET FEATURE PASS AND SEYMOUR # 97115-W MITELMAN LSI-VIS 2-GANG BOX I I I I I I 1 6. INTEGRAL LAMP HEADS SHALL BE 12 VOLTS, 12 WATTS„ QUARTZ HALOGEN, DECORATIVE DESIGN, HIGH IMPACT PEERLESS ITR-8-432-120-EB-WG-AC-1 I I I I I I ( I I 11 PLASTIC, AND ADJUSTABLE. LUMACELL "MO" SERIES. And Partners Inc. ® REMOTE ELECTRIC HEATING LINE VOLTAGE THERMOSTAT. 2-�G p p I ❑ I I I CONSULTINIG ENGINEERS 2 X 32W T8 SAME AS TYPE 'G' EXCEPT 1220mm (4'-Ol LONG COVERPLATE I I I I I I I 7. ACCEPTABLE MANUFACTURERS ARE DUAL-UTE, EMERGI-LITE, LUXNET BEGHELLI OR LUMACELL. O PHOTOCELL G1 3500'K I I I I - J I 1 L- _J I TORONTO SUDBURY TANDEM EXIT SIGNS (416)445-8255 / (705)675-6881 '120V HARDWIRE ALARM SMOKE DETECTOR (GROAN # AC12W OR APPROVED EQUAL) L_ _ __ _ L --_ J L _ _ J ®� J 152mm (6) DIA. RECESS MOUNTED COMPACT FLUORESCENT DOWN LIGHT, GLASS FRESNEL LENS ZUMTOBEL 1. EXIT SIGN SHALL BE LUMACELL LER900 SERIES LED TYPE. THE EXIT SIGN SHALL CONSIST OF A TWO PIECE F 1 X 26W CFL QUAD WHITE TRIM, SUITABLE FOR WET AND SHOWER LOCATION, 120 VOLT ELECTRONIC BALLAST. JUNG EXTRUDED ALUMINUM WHITE EXIT BODY AND COMBINED FACEPLATE WITH A MAXIMUM DEPTH OF 1 1/4-- THE PROFESSIONAL SEAL: e Co 120V HARDWIRE CARBON MONOXIDE DETECTOR (PRO-TECH #7080 OR APPROVED EQUAL) 35WK CAPRI DUPLEX EXIT SHALL ALSO INCLUDE EXTRUDED ALUMINUM END CAPS WITH WHITE GASKETING IN ORDER TO PROVIDE COOPER H285-HPL-6-7-73-PS-120 UTHONIA RECEPTACLE (TYP.) PROTECTION OF THE INTERNAL COMPONENTS AND ELIMINATE ANY POSSIBLE LIGHT LEAKS. THE EXIT FIXTURE OUTLET FOR PUSH BUTTON AS INDICATED SINGLE GANG BACK BOX t2' UNLESS 0 ERWISE NOTED SHALL BE EITHER SINGLE OR DOUBLE FACED AS SHOWN ON THE DRAWINGS. THE FACEPLATE SHAD_ BE OF FOR DATA OUTLET. FINISHED FLOOR A STENCIL DESIGN AND MUST INCORPORATE 6" HIGH LETTERS WITH A 3/4" WIDTH. THE CANOPY SHALL 0 LOW VOLTAGE PUSHBUTTON FOR ODOR BELL/BUZZER FASTEN TO THE EXIT BODY FOR EASE OF INSTALLATION IN EITHER CEILING OR END TO WALL MOUNT. B SINGLE HEAD METAL HALIDE POLE MOUNTED UGHT STANDARD LUMINAIRE, EXTRUDED ALUMINUM ARM THE FIXTURE SHALL CONTAIN A LIGHT SOURCE WHICH SHALL BE LED WITH A 10 YEARS LONG LIFE EXPECTANCY, CABLE TV OUTLET UNLESS OTHERWISE NOTED. PROVIDE BRACKET FOR MOUNTING ON 4' SQUARE STRAIGHT STEEL POLE, SPUN ALUMINUM HOUSING, CLEAR FLAT NOTES: AND CONSUMING LESS THAN 2 WATTS IN EITHER AC OR OC MODES. THE FIXTURE SHALL BE CAPABLE OF Q TEMPERED GLASS LENS FULLY GASKET INTEGRAL STAINLESS STEEL HINGES AND PINS TYPE 3 21 mm CONDUIT TO ACCESSIBLE CEILING SPACE. UNLESS OTHERWISE NOTED. OPTICAL DISTRIBUTION SYSTEM, 120 VOLT -30TF METAL HALIDE BALLAST, HOUSE SHIELD, BLACK COLOR FINISH DATA/TELEPHONE/CAN CABLES AND JACKS SHALL BE PROVIDING A MINIMUM ILLUMINANCE OF 63 CANDELAS PER METER SQUARED AND A MEAN ILLUMINANCE OF SUPPLIED AND INSTALLED BY COMMUNICATION INSTALLER. 102 CANDELA PER METER SQUARED OR GREATER. THE EXIT SIGN SHALL BE CSAC860 CERTIFIED. THE LED P 1 X 400W OF POLE FIXTURE HEAD AND SILVER DECAL COLOR FINISH BANG WALL MOUNTED TELEPHONE OUTLET. PROVIDE 21 mm CONDUIT TO ACCESSIBLE CEILING SPACE LIGHT SOURCE SHALL CONSIST OF A 12O VOLT AC SOURCE CONNECTION TO EMERGENCY CIRCUIT. UNLESS OTHERWISE NOTED. MH LSI GFM-3-40OMH-F-120-XX-HS DETAIL 2: POWER, TELEPHONE, CAN OR DATA WALL OUTLETS 2. ACCEPTABLE MANUFACTURERS ARE DUAL-LITE, EMERGI-LITE, LUMACELL BEGHELU OR LUXNET. LKM PROJECT# 2003-0420 COOPER GM GALLERIA v WALL MOUNTED DATA OUTLET. PROVIDE 21 mm CONDUIT TO ACCESSIBLE CEILING SPACE LUMEC OPL SERIES SCALE: N.T.S. 3. INCLUDE IN TENDER PRICE FOR SUPPLY AND INSTALLATION OF ADDITIONAL 2 EXIT SIGNS C/W 50'-0" OF DWG TITLE: UNLESS OTHERWISE NOTED. CONDUIT, WIRING AND CONNECT TO NEAREST EXIT SIGN. PROVIDE CREDIT TO THE OWNER IF NOT USED, 3' 3a' AS ABOVE BUT MOUNTED ABOVE COUNTER OR 1200mm AFF. UNLESS OTHERWISE NOTED, POLE SHALL BE 4" SQUARE STEEL, 15'-0" HIGH, EPA MINIMUM OF 6 0 80 MPH, COMPLETE CONFIRM PRIOR TO INSTALLATION. WITH SQUARE BASE COVER AND HAND HOLE OPENING. COLOR FINISH TO MATCH LIGHT HEADS. AFTER CONSTRUCTION IS FINISHED. ELECTRICAL- LIGHTING ® A " FIXTURE SCHEDULE, LEGEND FLOOR MOUNTED DATA/TEL OUTLET pC OUTLET FOR SE DDT( DOOR CONTACT S 1 X 10DW MH 304mm X 304mm X 203mmD (12" X 12" X 8 ) RECESS MOUNTED HID LUMINAIRE IN SOFFIT, CLEAR OF SYMBOLS & DETAILS PRIMATIC GLASS LENS, 16 GA STEEL HOUSING, LENS FRAME ASSEMBLY WITH GASKET AND RETAINER SPRING, ES OUTLET FOR ELECTRIC STRIKE ASYMETRIC SPECULAR ALUMINUM REFLECTOR, 120 VOLT -30'F METAL HALIDE BALLAST, SUITABLE FOR OUTD00 FLIP LIDS CR OUTLET FOR SECURITY CARD READER DAMP LOCATION, WHITE COLOR FINISH. FLIP LIDS PANEL NON-METALLIC IG RECEPTACLE PROJECT: FK_P1 OUTLET FOR SECURITY KEY PAD LITE ENERGY # LE\CR-31 096-1 20-SC ISOLATED GROUND CARPET FLANCE PARMOUNT #510OM9-972 FINISHED CONCRETE FLOOR FLUSH OR SURFACE MOUNTED ELECTRICAL PANEL BUS BAR TYPICAL a a C 0 U RTI C E FIRE A-1 CIRCUIT 1 IN LP"A" W 1 X 175W MH WALL MOUNTED HID LUMINAIRE, DIE-CAST ALUMINUM HOUSING, 3/16° TEMPERED GLASS, SILICONE GASKET ISOLATE MIN. 3 1/2" 4 d Q A-2-1 SWITCH 1, CIRCUIT 2 IN LP"A" ASSURES A WATER TIGHT SEAL, FORWARD THROW DISTRIBUTION, 120 VOLT -30'F METAL HALIDE BALLAST. MAIN DISTRIBUTION INSULATED STATION N o . 04 LP LIGHTING PANEL BLACK COLOR FINISH. PANEL OR SPUTTER GREEN ISOLATED : NSTALLLATION GROUND WIRE-GREEN AFF ABOVE FINISHED FLOOR LUMEC 101-WT-175MH-120-SC CONDUCTOR LIVE WIRE-BLACK BRASS TERMINAL o & COMMUNITY GFI GROUND FAULT INTERRUPTER COOPER MH-IP-T-175-TT-XX NYLON INSULATED 4 4 - . d - C/W COMPLETE WITH LSI GBWS-3-175MH-F-120-XX EMT CONDUIT - NEUTRAL WIRE-WHITE ,1- . - GREEN TERMINAL METALLIC BUSHINGS � d G • � ^ ' � POLICING C E N T R E WP WEATHERPROOF �-1 SILVER TERMINAL -DATA AND TELEPHONE JACK 4 EC EMPTY CONDUIT r . L LIVE WIRE-BLACK EF EXHAUST FAN Wt 1 X 1 0O MH SAME AS TYPE 'W' EXCEPT C/W 1 X 100 MH LAMP 1 ---- NEUTRAL WIRE-WHITE TVS OVERHEAD I • • 0 ------- zi" CONDUIT TO CEILING SPACE WALKER MULTI CONDUIT AND WIRING 2611 TRULL S ROAD TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR 1 X 20OW 200mm (81 DIA. RECESS MOUNTED HEAT LAMP LIGHT FIXTURE, BRUSHED ALUMINUM TRIM RING, IP RATED. THOMAS • BONDING GROUND WIRE-GREEN TYPICAL RECEPT. VIA FURRED OUT WAU_ SERVICE FLOOR BOX TO ELECTRICAL PANEL COURTICE, ONTARIO UH GAS FIRED UNIT HEATER Z ZUMT08EL OS OCCUPANCY SENSOR INFRA-RED ; INSTALLATION JUNO I _ EP EXPLOSION PROOF HEAT LAMP COOPER HALO # H37T-401AL LITHONIA • BUST BAR NORMAL NOTES: DATE: GROUND BAR AUG. 2003 DOUBLE SIZE 1. FLOOR BOX SHALL BE WALKER MODUUNK BOX #880 MP TWO GANG NON-METALLIC FLOOR BOX SUITABLE FOR ON GRADE SCALE: NEUTRAL LUGS APPLICATION, FULLY ADJUSTABLE, 6"H x 3 15/16"W x 5 3/8"L PULL BOX, MINIMUM BOX DEPTH 3 1/2" COMPLETE WITH NON- N.T.S. GENERAL NOTES: (REGARDING ALL FLOOR PLANS) ELECTRIC HEATER SCHEDULE _ METALUC BLACK CARPET FLANGE #827PCC-BLK, NON-METAUJC BLACK DUPLEX COVER PLATE 828GFlTC, 15A DECORA IG TYPE 1. THIS DRAWING TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL NEUTRAL FEEDER NEUTRAL FEEDER DUPLEX RECEPTACLE, NON-METALUC BLACK TEL/DATA COVER PLATE 828GFlTC. AND MECHANICAL DRAWINGS. DRAWN BY: Y.N. 2. FOR EXACT LOCATION OF LIGHTING FIXTURES REFER TO ARCH. DRAWINGS. 4.OKW, 208V, 10 RECESS WALL MOUNTED ELECTRIC FAN FORCED HEATER, WHITE COLOR, 3. FOR EXACT LOCATION OF ALL A/C UNITS, PUMPS, MOTORS, HEATERS, BUILT-IN THERMOSTAT. ISOLATED GROUND EXHAUST FANS ETC..., SEE MECHANICAL DRAWINGS. BUS BAR CHECKED BY: Y.N./C.T. STELPRO JWF4000T NEUTRAL FEEDER 4. CO-ORDINATE ALL WORK WITH MECHANICAL CONTRACTOR. DESIGNED BY: 3.oKw, 208v, 1�b RECESS WALL MOUNTED ELECTRIC FAN FORCED HEATER, WHITE colon, DETAIL #5: FLOOR BOX FOR POWER AND DATA f TEL OUTLETS SYMBOL ® C.T. 5. EXACT LOCATION FOR ALL RECEPTACLES AND OUTLETS SHALL BE DETERMINED BUILT-IN THERMOSTAT. SCALE N.T.S. BY THE ARCHITECT/OWNER PRIOR TO ROUGHING-IN. CONTRACTOR TO VERIFY. 3000 NOTES DWG STATUS: 6. STARTERS FOR FANS SHALL BE LOCATED ADJACENT TO CORRESPONDING LIGHTING STELPRO #WF3000T TENDER PANELS UNLESS OTHERWISE SHOWN. 1. PROVIDE SEPARATE NEUTRAL FOR EACH INDIVIDUAL CIRCUIT. 7. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL CONDUITS, PULL BOXES, 1000W, 120V. 10 SURFACE MOUNTED BASEBOARD HEATER, WHITE COLOR, 2. PROVIDE A SEPARATE NEUTRAL AND A SEPARATE ISOLATED INSULATED GREEN GROUND JUNCTION BOXES, WIRING, AND OUTLET BOXES SHALL BE SURFACE MOUNT IN 1�o C/W BUILT-IN THERMOSTAT. FOR EACH ISOLATED GROUND RECEPTACLE. PROJECT No.: PLENUM CEILING SPACE AGAINST DRYWALL CEILING. PENETRATION THROUGH INSULATED CEILING MEMBRANE 15 NOT ACCEPTABLE. STELPRO #N10-V-1 DETAIL 3: TYPICAL NEUTRAL & ISOLATED GROUND INSTALLATION 0 2 8. ELECTRICAL CONTRACTOR SHALL CO-ORDINATE THEIR WORK TO SUIT THE PROJECT SCALE: N.T.S. PHASE SCHEDULE. DRAWING No.: REVISION t. CHROMALOX IS APPROVED EQUAL E2 | | | | � / i ' | � ' ' The Contractor shall verify all dimensions VESTUR" A-19 prior to commencement of their work. All prints and specifications are the property of the Architect and must be re urned upon completion of the work. ISSUE or REVISION TO LIGHT FIXTUR A-19 D D BELOW C-3 No. Description Date X, SEPT 1 ISSUED FOR PERMIT Nb 2 ISSUED FOR TENDER A-23 WI C LIGHT FIXTURE TO BE MOUNTED 05/04 _j AT TOP OF HOSE TOWER. B-3 REFER TO ARCHITECTURAL DRAWING -3 FOR EXACT LOCATION LIGHT FIXTURE TO BE MOUNTED— ABOVE 'ME DOOR TO ROOF. REFER TO ARCHITECTURAL DRAWING 2j I -nON AND MOUNTING FOR EXACT LocA HEIGHT LIGHT SWIlTCH SHALL HIGH LEVEL HOSE TOWER PLAN S SCALE: 1:50 IN MILLWORK WITH SHALLOW BACK BOX tl (TYPICAL) It±1 ! i G B-9 All ROM OW C I A-11 All it :COVM PATIO C-1 A-9 t: INTER 1 18-11 All Om JAWOR F31 I A4 C-5 C_-5 TRUE NORTH CONSTRUCTION NORTH C-21 UTLITY AMARATUS BAYS B-1 LEIPCIGER And Pairtnoirs Inc. EL a�. v V, i I I ; I I i _ = __j CONSULTING EN094EMS TORONTO SUDBURY I REFER TO ARCHITECTURAL OR HEAWING FOR EXACT MOUNTING A-15 Cl 4- F20 HOSE LJ TOWER E-29—] LKM PROJECTJ 2003-0420 V. DWG TITLE: A 114 P7 Al ELECTRICAL LIGHTING LAYOUT oil COURTICE FIRE STATION No. 04 GEAR CF I ROOM t F33 I COMMUNITY I I ; ®R/ POLICING CENTRE A-13 2611 TRULL'S ROAD COURTICE, ONTARIO commmwft"Tm DATE: A-31 T AUG. 2003 SCALE: AS SHOWN -11 1E I I I —4-LIGHT FIXTURES SHALL BE DRAWN BY: SURFACE MOUNTED ON Y.N. ji 25 F METAL. COUNG 41— 1 1 R-1 CHECKED BY: jl DESIGNED BY. 1 Pp DWG STATUS: f'02' UP PROJECT No.: U HALL BE FL S M LIGHTING LAYOUT 8 DRAWING No.: REVISION SCALE: 1:50 A-17 E3 � The Contractor shall verify oil dimensions (� prior to commencement of the work. I`❑-I NOTES RE: DOOR BUZZER SYSTEM NOTES RE: MOTORIZED O/H DOOR SYSTEM NOTES RE: ELECTRIC WINCH SYSTEM All prints and specifications are the property of the Architect and must be 1. ELECTRIC WINCH SYSTEM SHALL BE PROVIDED 8Y GENERAL returned upon completion of the work. 1. ALL HARDWARE FOR MOTORIZED 0/H DOOR SYSTEM TO BE PROVIDED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER AND CONTROL p p - - ,r 1. ODOR U R SYSTEM SHALL BE SUPPLIED, INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER AND CONTROL 0 I ---iii I;I I C0� WIRING, OUTLETS, DISC. SWITCH AND FINAL HOOK-UP TO 0/H DOOR MOTOR AND WIRING, OUTLETS, DISC. SWITCH AND FINAL HOOK-UP TO WINCH MOTOR AND PUSHBUTTONS. IG I III I 1G ! j PUSHBUTTONS 2. INSTALLATION OF ELECTRIC WINCH SYSTEM SHALL BE AS PER MANUFACTURER ISSUE or REVISION C- ,I ! C-4' 2. PROVIDE ALL CONDUITS, OUTLETS, CABLES, COVER PLATES, DOOR BUZZER, PUSH-BUTTON B ! I!! !i I i ' AND ASSOCIATED COMPONENTS AS REQUIRED AND/OR AS SHOWN ON THE DRAWINGS FOR RECOMMENDATION AND INSTRUCTION. I. I 2. INSTALLATION OF MOTORIZED 0/H DOOR SYSTEM SHALL BE AS PER MANUFACTURER No. Description Date 3000 I ___-_-___1I�—_._____.__ OPERATIONAL SYSTEM. RECOMMENDATION AND INSTRUCTION. p C-13/15 3. DOOR BUZZER SHALL BE EDWARDS #762, 24 VOLT AC, COMPACT, STRAP MOUNTED t ISSUED FOR PERMIT SEPT --�,";t. ^�. `T� 30 03 MITI �;, --- SUITABLE FOR FLUSH MOUNTING IN STANDARD GANG BOXES. MAY 2 ISSUED FOR TENDER OS 04 4. PUSH-BUTTON SHALL BE EDWARDS #664, 24 VOLT, COMPACT, STRAP MOUNTED i ! SUITABLE FOR FLUSH MOUNTING IN STANDARD GANG BOX. - -- 5. TRANSFORMER SHALL BE EDWARDS 590 SERIES, 24 VOLT, 20 VA OUTPUT RATING -"�- --- -^-- - GFI y COMPLETE WITH No. 593 PLATE TO PERMIT A COMPLETELY ENCLOSED MOUNTING OF - ! --� 590 SERIES TRANSFORMER IN A STANDARD TWO GANG OUTLET BOX. !I B-32 STUB-UP 305mm ABOVE i 6. ALL WIRING SHALL BE RUN IN CONDUIT. CONDUIT SHALL BE 16mm (1/21 UNLESS OTHERWISE A-18 '��' WP FINISH GRADE (FOR EXACT NOTED. IG I' LOCATION COORDINATE ON SITE TO SUIT OWNER'S SUPPLIED 7. INSTALL DOOR BUZZER SYSTEM AS PER MANUFACTURER RECOMMENDATION AND INSTRUCTION. A-20 WP PORTABLE GENERATOR) -16 - r-------- ----- _ GFl TO FUEL STORAGE WP IG li -- �, NOTES RE: BARRIER—FREE MOTORIZED DOOR SYSTEM I -�,! ; ; e_32 TANK GFl C-22 } III I I! -' IG 1. ALL HARDWARE FOR BARRIER-FREE MOTORIZED DOOR SYSTEM TO 8E PROVIDED BY i ! ! t i •� CONTROL WIRING IN 27mm PORTABLE GENSET C-58 !! ' �? ❑- - I ' RIGID PVC CONDUIT AT 600mm CONTROL PANEL C-18 GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER AND I: _ ; BELOW GRADE it I CONTROL WIRING, OUTLETS AND FINAL HOOK-UP TO DOOR MOTOR AND PUSHBUTTONS . -16 C_ JUNCTION BOX FOR CONTROL ! - �• !i; `---- - - 2. INSTALLATION OF BARRIER-FREE MOTORIZED DOOR SHALL BE AS PER MANUFACTURER ! SA ® ; A 6'18 WIRING TO TRANSFER SWITCH yyp j C-22 'j` RECOMMENDATION AND INSTRUCTION. ! �r_; A-2 e ----�; 4000 TO FUEL STORAGE GFI CONTROL WIRIN4 IN A-62 64 TANK t B-3 UQUID TIGHT FLEXIBLE r CO '-._-� / d LOCATION OF FUEL CONDUIT a A-2 Ii (2#10-t/2 C) CCT.# B-75 �GW CAPTABI'S CCT.# B-7 PANEL® I I . ROOM It VEST®ULE PORTABLE GENSET PAGING SYSTEM VOLUME MAIN BREAKER CONTROL FOR EXTERIOR + 4 500MCM+GR-103mm 36 C-6 ( I I 0 :--_� 26 # 500MCM+GR IN SPEAKER HORN 1z: ��-� RIGID PVC CONDUIT AT M # C t6 �' 600mm BELOW GRADE B 54 11!� 2#12+GR IN UQUID LIQUID TIGHT FLEXIBLE I Wp TIGHT FLEXIBLE CONDUIT CONDUIT Aft CIB WORKSTATIONf lei H -_------ ' i j WP =' f' 7 i I K ! 1 - BATTERY CHARGER : � �i` �� ! T�+-1'_, i ' 1/3HP, 120V, 10 WP BLOCK HEATER I �; LOCKER ROOM V A-1s - --- yyp EF-s y�� ! CCT.# B-69 A-18 I A-44 IG -.: _ ❑ GFI I 2#12+GR IN UQUID tl Roots —� ❑ CCT.# a-54 ' q_,44 .: B-24 � TIGHT FLEXIBLE CONDUIT A-20 ? j O/H O/H C-16 - --- ---- ^--- r. ! IG CCT.# B-13/15/17 CCT.# B-19/21/23 STUB GRADE (FOR ABOVE IG C-39 A-18. PRINTER z, WP A-40 SHP, 208V, 30 TOOSSUIT OWNOER S SUPPLIED SITE C-26 _ , WP GA _._ TAIL PIPE EXHAUST __ PORTABLE GENERATOR) MOUNT JUNCTION BOX GFI I A-48 ----- FAN SYSTEM EF-11 C-16 - - - t/W 21 mm EC APPROXIMATE 45Omm I CORRIDOR CCT.# B-33/35/37 # BELOW CEILING SPACE FOR A-44 _ _ 2 12CO CONDUIT AT RIGID 55W, 120V, 10 (3#8-21mmC} PVC CONDUIT AT 600mm IG SECURITY CAMERA (FOR EXACT LOCATION Z X 78mm RIGID PVC TO ® 24 C-26 IOOROINATE WITH OWNER PRIOR TO I COMMUNICATION TOWER CEILING FAN CIF-11'.. BELOW GRADE JUNCTION BOX LOCATED IN ® e A 2 CCT.# B-39 -100KW, 120/208V,30,4W--� ----INSTALLATION) TYPICAL FOR 2 LOCATION OF POLICE DEPARTMENT CEIUNG SPACE C/W RELAYS OUTLET FOR O/H DOOR y� I KEY ELECTRONIC CONTROL AND CONTROL TRANSFORMER ON/OFF/HOLD PUSHBUTTON C PORTABLE GENERATOR I PANEL A-44 FOR EMERGENCY SHUT-OFF 0 I LOUNGE (TYPICAL) PAGING SYSTEM—-® - -- _y I ! CCT.# A-51 SPEAKER CLUSTER S 23 • CONNECT TO - _ - X 405 X 150mm ( ; ; ; ; PAGING SYSTEM ' C-8 BOX TO BE FLUSHED I 180OW X 2400H X 19mm A-22 . . . . IG M MICROPHONE 1/2HP, 20BV, 30 I ; NT ON WALL FIRE RETARDENT PLYWOOD PULL BO AT ; A-24 I OUTLET COMPRESSOR MID. AT u ' - A-22 i HIGH LEVEL . r; TERMINATE IN ACCESSIBLE 78mm EC TO I BACKBOARD HIGH L I ;`! SECURITY CAMERA CEILING SPACE SSIBLE CEILING SPACE I , �YGT.# B-19/21/23 N TO --- - ------- { 12-16mmC) INTERVIEW _ ! ++, .: RADIO ROOM LI T CH O CR -- SA I C 70W, 120V, 10 2 X 78mm EC TO 8-25 1000 C-36 LOCATION OF POLICE DEPARTMENT- SA 27 ® B A-2 ACCESSIBLE CEILING SPACE EF-9 - -- FLUSH MOUNT JUNCTION BOXES, 23MCA, 208V, 30 IG DATA AND TELEPHONE TERMINAL A-2 B e CO RADIO ROOM ®8 31 ® B-48 ! CCT•# B-3 _ ONE MOUNTED ABOVE TABLE TOP ROOF TOP AC-1 C-24 2 X 78mm RIGID PVC TO IG - +NO ONE 12° ABOVE THE OTHER BO CCT.# C-7/9/11 IT ROOM C-42 COMMUNICATION TOWER A-2 JANITOR ;' I ' t/W 21 mm EC FOR MICROPHONE (3#10-21mmC) _ A-42 B CO BATTERY ! j I I 150mm X 150mm X 100m 6 IG ;I FOR EXACT LOCATION COORDINATE STORAGE CG40 IG OFFICE A-2 -- CHARGER t FLUSH MOUNTED AT 1100m AFF 1 2H.P + 12KW 2OSV, 30 12 _ _ ! WP FOR FUTURE COMMUNICATION -30 C-18 ii WITH OWNER PRIOR TO INSTALLATION) � L C A-8 A-22 IG_��- I^ GFI ANNA SYSTEM. DRYER -- --.-.------------- ---��YPICAL FOR 2 NETWORK ' _ B_46 CCT.# B-61/63/65 C-37 / C-46 C-38 MTD. 0 1500mm AFF - - ------ B-24 1 GFI ::, (- COPIER PRINTER IG WP (3#10-21mmC) C_30 IG A-42 A 44 DOOR BELL/BUZZER HOT WATER TANK ; 8-36 C "VT CCT.# A-66 ® CCT.# B-2 -_ CPU LP- C-3 / t ! SC CHEMkk FEED j ` B-54 TERMINATE IN ACCESSIBLE RECEPTION ® -- /12HP, 120V, 10 405 X 405 X 150mm I CEILING SPACE 0 2 X 53mm AND N� 41 mm CONDUIT C/W PULL ! ,PUMP PULL BOX, SURFACE MOUNT UNIT ! , + OPIER 1 X 103mm EMPTY STRING FOR FUTURE COMMUNICATIdN,.I_`__ CT# B-12 t I CDOOR BELL/BUZZER -10 22 ANTENNA CABLES -. iBMCA, 208V, 30 APPARATUS BAYS 30 IS CLASSIFIED AS ! GAEAR WASHER C-46 CONDUITS C PULL STRING 1.46 HAZARDOUS LOCATION. ALL WIRING IN CEIUNG SPACE A_47/49 A i- ROOF TOP AC-4 INSTALLATION SHALL COMPLY WITH ��-�- ( CCT.# B-55/57/59 u DETECTIVE SOT TRUE NORTH CONSTRUCTION NORTH i - PRINTER ® h : 8-44 CCT.# A-56/58/60 RULES 20-100 TO 20-114 INCLUSIVE I � J ,t_ � (3#12-16mmC} OF THE ONTARIO ELECTRICAL SAFETY ; ; c_,4 -�l � CODE 23RD EDITION I I I- L E I P C I G E R I 1.3A, 120V 1 PH 8-6 ' I D DISHWASHER 1 Li�4h 4! q p I - GFI C ROOF TO208V,AC-2 # KITCHEN H000 ! '! IG I I�/`�I�I I N I(E R NNECT TO CCT. A-70 I PP-1 S ! T ! i =� -- _-. CCT.# C-31/33 CCT. A-51 `I' ! ® Q LOCATION OF FIRE DEPARTMENT I GAT.$WITCH 5 # MICROWAVE NEMA 14-50R " WP ��14 DATA, TELEPHONE AND CABLE TV ® MITELf�AN a; I IG ( # ) CCT.# A-53 STOVE TERMINAL SA { T I ! i WC 2 10-21 mmC `��` C-8 ;- �-1 Y - �': 1 �C� A-42 IG 1220W X 2400H X 19mm $ C-44 IG FRIDGE CCT.## A-36/38 B-34 e Arid Pdefn®vs Inc. I FAX (3#B-27mmC) A-X9/41_ SHOP + - 8_ CO CONSULTING EFICIfRS --r---T ------- (�RRIDGE i t - --� BACKBOARD FOR MAIN OTEL. B-34 a 32 8 ; 70W, 120V, 10-1 CT. 1�Ir / �SWIACHI NN 1EF7-8 120V t� (416)445-8255 / (705)675-6881 CORRIDOR , 400A TRANSFER AND CABLE TV TERMINAL A_30 C # A-5 I i I A-39/;;10 O A-43 45 TORONTO SUDBURY -30 C-28 i; EF-28 400 0 SCO ECT '-----�---=; LOCATION OF SWITCH ,� CCT.# 5-54 PROFESSIONAL SEAL: C-19 e ® PAGING SYSTEM APPARATUS BAYS OUTLET FOR NO2 AN CALL BELL PUSH-BUTTON CA BELL PUSH-BUTTON fs H o .' }� ice. j ;` ! METER CABINET EQUIPMENT CCT.# 8-18 8-50 8-52 I B-� _ FOR POLICE DEPARTMENT, F FIRE DEPARTMENT, ® e ® CO PANEL IG 5A { I A-2 PROVIDE LABEL OVIDE LABEL SA � � a __ 27mm CONDUIT C PULL 0 IG Ili GFIg STRING FROM JUNCTION BOX TO TEL PLYWOOD BACKBOARD C-28 N -- • ; ' I FOR FUTURE SATELLITE TV ��!-. � FOR THESE TEL AND DATA 7, -1 ❑ 16MCA, 208V, 10 ! ! ;;- 8-42 -i l MALE 150mm X 50 m X 100mm r CABLE OUTLET PROVIDE 21 mm EC -----ROQF TOP AC-3 SHOWER$ JUNCTION OX 0 NTEf AT FROM i f I! i FEIYL ! CCT.# A-32/34 _ II;= =i {J EACH OUTLET AND i = a'X' ,mm ,FOR PROJECTOR VIDEO SIGNAL CABLE �_ p 21 HIGH MINIMUM 6M (20' 0'� �.-g�22 i; TERMINATE CONDUIT IN CEILING +' 1 21m ,C FOR AUDIO SYSTEM SPEAKER _ AD SHWR (2#10-16mmC) AFF N HOE T WER FOR FUTURE I i' !i I' I SPACE OF UTILITY 28 i ;i , W1RIN8. ALL CONDUITS SHALL BE COMPLETE WITH PULL HT SWITCH A-35 B . 15 ® CGIMMgNIC ON ANTENNA & SATEELITE TV I MO ; !�;,_ t T I SIRING- t+10 TERMINATED IN ACCESSIBLE CEILING SPACE '�` WP F,` I 1/8HP, 120V, 10 l ! 135W 120V, 10 i A-30 MALE EF-5 II I! EF-7� c4i i ® B ; - j LKM PROJECT# 2003-0420 70W, 120V, 10 _LAV. I ( CCT.# B-22 ; CCT.# 8-41 1 EF-2A RE 150 X 150 X100 B - --- 3 208V, 30 - MTD ® is DWG TITLE: SA SA 23W, 12 10 Q- E E TRICAL WINCH _ ,;_ _ , CCT.# A-3 JUN ON BOX FOR A/V 113W 120V," 10 _ SOOnm 3000 A-2 A-2 EF-3 C A = ® 'WP E IPNT - EF-t -, # 8-26/28/3 TOWER �� FF. , ELECTRICAL I 171W, 120V, 10— ' I CCT.# A-3 CCT.# A-52 Y - A-26/28 e e ( # 0-Z1mmC) GFl - ; POWER AY T _ EF-4 y -- A-30 \ , CUBICLE CUBICLE ® - O U CCT.# C-17 • i A-30 CORR. `i- t 21a 21b S B-16 _ yip r� '- %` CORK. 21 mm CONDUIT GFl I_k I!� y>� 14 13 18 (TYPICAL) 8-38 I !I I; 7 -50 C-56 SC te�. air _I ; ; T IG -�: I 1 PROJECT: IG CRI,� WORKSTB� M c-54 C-48 I A-16 LIGHT SWITCH !! I -- '• i i:; - -- -- I, --- -- �! , I, =-IE '; A- CON I I ; i - - I ? I j T; ;! i .=. __ I i Lit— C-20 ; 0 '; A/V EQUIPMENT GF� I I. �.------._, I !' � . I, � i ;'. ;I-t s i i - -- L --- _. --- -- ;I m PVC CONDUIT IN ARRIER FREE --- l --- -- '- _ ! --- - - WP C I COURTICE FIRE __-_----� -.---.__ -------- -- r PAGING SYSTEM I C 56 FLOOR SLAB FOR DATA/TEL MOTORIZED DOOR I I `. I J;,ti OUTLET FOR J��" i GFI SPEAKER CLUSTER CABLES (TYPICAL FOR 2) �j WINCH PUSHBUTTONI 8-16 !� T�EMOIE OUTDOOR HYDRO EMT CONDUIT TO ACCESSIBLE - ----- !!; A-12 _ S TAT I 0 N No. 0 4 METER ENCLpSUf CEILING SPACE - ----- IG __ _ ,I; i d--- -- - -- - A R. HEATER C-56 ( LR. HEATER ! C i EMERGENCY PUSHB ON C/W CCT.# B-20 C-8 C-20 (.. CCT.# 8-20 '-`�,, _ _ __ C-54 BARRIER FREE j RESET FOR SHUT-OOF ELECTRIC 55W, PH COMMUNITY SALE SA A-8 STOVE RECEPTACLE. 120V 1 r=_ ="t• PUSHBUTTON I I (TYPICAL FOR 4) ! REFEIRATOFDETAIL # OF THIS �';�, POLICING CENTRE DATA OUTLET IN DORM 1 A-2 CCT.#6F 9 CF-$ �� FPO -50 n;------- FILING SPACE 16 e e® DRAWING ! ( ©EAR i !! j; R EPTACL.E IN ACCESSIBLE CO i ` ! i+ i ROOM IG jl ! CEI NG SPACE FOR OVERHEAD -56 A_2 L -i -` � I CR 8-29 II PR ECTOR SA SA I 0 p H I I I / �! ® I !' Ij 2611 TRULL S ROAD E�g A-2 A-2 CR ! �, COURTICE, ONTARIO - A-12 I e e CO TRAMNCI e e GO o8/ ; e-27 WP cFI I A-2 ® A-2 I I CCT.# 8-56/58/60 p 2 DOOR8MOTOR GFl 1L1 I I >r ��! I 19 /K� i`I �!— ! i� DATE: 2#12+GR IN 21mmC IN A-18 `- --- - _ I WP CCT.# B-62/64/66 B-38 i I� AUG. 2003 FLOOR SLAB TO PANEL LP-C r- — -- _ A_8 r �� I —E I GFI 15A, 120V SINGLE RECEPTACLE �3#112-116mmC) (ice j c;4 jl SUPPLIED ANb INSTALLED I j 8-16 FOR CORD REEL TO BE MOUNTED TYPICAL FOR 4) I 1 � SCALE: AS SHOWN 12 BY DIV. 16 (�YPICAL) I I I I ON U/S OF OWSJ (FOR EXACT LOCATION ! i GFI RECEPTACLE M UNTEO IN COORDINATE ON SITE, ROUGH-IN DRAWN BY: i I i SHALL NOT BE INSTALLED UNTIL �� i Y.N. i ACCESSIBLE CAUN SPACE 1 r ! IJ I L- — — FINAL LOCATION IS APPROVED AND I' i FOR STORM PIPE EAT TRACE I NOTES REGARDING CORD REEL INSTALLATION. sue-- ; CABLE. COORDINA • WITH CONFIRMED BY OWNER) TYPICAL FOR 4 ( !� / c17 CHECKED BY: A-2 I I MECHANICAL CO OR ; I I I ? I I Y.N./C.T. 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL THE COMPLETE CORD REEL SYSTEM INCLUDING CONDUIT, WIRING, FEMALE V e® ! j j h I FOR EXACT LOCATI N i I I 1-{ + UNISTRUT SUPPORT AND ASSOCIATED COMPONENTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION AND DORM Z I `t .j /' ; (TYPICAL FOR 2) ! :�'1 j Z., i ! !- I I{ DESIGNED BY: SPECIFICATION. 17 A-2 - f_Y lj -J - f �y fi �'� _� / G,I � cjl C.T. —T--- � ChN-1 2. CORD REEL SYSTEM SHALL BE HUBBELL HBL 45123R HOOK MOUNTED TO UNDERSIDE OF JOIST AUTOMATIC SPRING --------- i! HT I' ----; !'• I I ----- - `I,i I # - I i I !' i 7!( i i ! Ia t,;l HT I GF1' ---- 1, ( _ I' �- J I GFl I I RETRACTION, RATCHET LOCK HOLDS CORD AT DESIRE LENGTH, RUGGED STEEL HOUSING HOLDS 35FT MIN. OF #12/3 SJT A-8 i I' I i il,i ! il9 (" Fli =1' DWG STATUS: CORDEXTERNAL SPRING TENSION ADJUSTMENT ADJUSTABLE BALL STOP ON CORD RUBBER COVER CONNECTOR WITH _ Ir ,I !ic 41 ! . --�- -' � I� .�4•-�.;1 ��--- '� I;'= i _-I ! - I a - - -_ -_- __w----�- � � GFI tk-I-+;y 15A, 120V GFI DUPLEX RECEPTACLE AT ONE ENO AND 5FT POWER SUPPLY CORD WITH MOLDED STRAIGHT BLADE :I- j IG r -- _ RECEPTACLE MOUNTED IN 8-42 ' - TENDER 15A PLUG AT OHTER END. I!!! A-12 A'6 9- s APPARATUS BAY SHALL BE 3. WOODHEAO 997 SERIES IS APPROVED EQUAL AT 800mm AFF. ICAL MP ) PROJECT No.: ELECTRICAL INCOMING SERVICE 4. INCLUDE IN CONTRACT TO SUPPLY AND INSTALL 4 CORD REELS IN FIRE STATION APPARATUS BAY #30 FOR EACH (REFER TO DRAWING E1) WP ; 0210 CORD REEL, PROVIDE 15A, 120V RECEPTACLE MTD. ON U/S OF ROOT DECK/OR FINISHED CEILING. A_48 yyp 5. EXACT LOCATION OF CORD REEL INSTALLATION SHALL BE COORDINATED ON SITE WITH ARCHITECT/OWNER PRIOR TO POWER LAYOUT GFI ELL TELEPHONE SERVICE L HHONE AND CABLE TV ROUGH-IN. SCALE; 1:50 (REFER 0 DRAWING Et) A-43 B-4fl DRAWING No.: REVISION VIA B-40 GFI E4 - i The Contractor shall verify all dimensions prior to commencement of the work. All prints and specifications are the property of the Architect and must be 1 X 103mm EC FOR LOAD CALCULATION TELEPHONE returned upon completion of the work. 1 X 53mm EC FOR CABLE TV ROOF ISSUE or REVISION CONNECTED EXPECTED MAXIMUM DEMAND KVA KVA No. Description Date HVAC LOAD 19.5 a 1009 19.5 I uuu I CEILING SPACEi t ISSUED FOR PERMIT SEPT 3 do INTERIOR EXTERIOR LIGHTING LOAD 23.6 0 100% 23.6 MISCELLANEOUS RECEPTACLES LOAD 20 ® 50% 10 21 mmEC I EC FOR 21 mmEC 2 ISSUED FOR TENDER MAY I WP OS 04 ELECTRIC HEATING LOAD 10.6 - OFFSET (TYPICAL) FUTURE USE (.TYPICAL) EQUIPMENT LOAD 42.3 0 50% 21.2 I V TOTAL 116 74.3 IT ROOM UTILITY #28 H 18001 X 2400mmH X 19mm 1200mmW X 2401 X 19mm ROOF FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD Am C EXISTING BACKBOARD (LOCATION OF POLICE BACKBOARD (LOCATION OF FIRE STATION S HYDRO POLE DEPARTMENT DATA, TEL AND CABLE DEPARTMENT DATA, TEL AND CABLE 4#1 0-53mmC TV TERMINAL) N TERMINAL) NEW POLE MOUNT 4#3/0-53mmC CEILING SPACE S S RIGID PVC CONDUITS BY HYDRO ONE. TRANSFORMER BANK AUTOMATIC TRANSFER SWITCH V FOR INCOMING TEL/CATV SERVICE C/W BY-PASS ISOLATION SWITCH GENSET CONTROL (REFER TO DRAWING E1) H ONTACTOR FOR I I PANEL 4#50 MCM-91II EXTERIOR LTG — — AND SIGNAGE 12#14-21mmC PORTABLE 20/20 DETAIL 2: DATAfTELEPHONE/CATV EMPTY CONDUIT SYSTEM RISER DIAGRAM 120 X 1200 X 305 t00KW, 1Z0/208V,3D,4W PANEL MET CABINET PANEL PANE Cl PANEL PANEL I GENERATOR SCALE: N.T.S. HYDRO REMOTE 4#500MCM-91mmC 12#14 + GR PAGING SYSTEM IN UTILITY #28 C2 LP-8 LP-6 EQUIPMENT LOCATED OUTDOOR METER -� LP—A SECTION 1 SECTION 2 400A, 3PSN IN LIQUID TIGHT FLEXIBLE I NOTES: ENCLOSURE 250V CONDUIT TVSS TVSS � F-350A 1. ELECTRICAL CONTRACTOR TO PROVIDE ALL CONDUITS, PULL BOXES, OUTLETS AND NECESSARY MATERIALS AS TVSS WEATHERPROOF DISCONNECT n REQUIRED AND/OR SHOWN ON THE DRAWINGS FOR A COMPLETE EMPTY CONDUIT SYSTEM READY FOR IG(P REFER TO REFER TO REFER TO REFER TO REFER TO SWITCH I G I INSTALLATION OF EQUIPMENT AND CABLES BY TEL./DATA/CABLE TV INSTALLERS. i SCHEDULE SCHEDULE SCHEDULE SCHEDULE SCHEDULE I FGENSET MAIN 2 ECCESSARY COORDINATION WITH INCLUDE TEL/DATA/CABLE UN TV INSTALLERS. NO RESPONSIBILITY EXTRA CLAIM FOR COORDINATION_�_j TE 7 4#500MCM-)03mmC N 4 3/0-53mmC I 500MCM+GR-103mmC BREAKER I SHALL BE ALLOLWED. M # LIQUID 1GHT E 3. PROVIDE 21 mm CONDUIT FROM EACH TV, TEL OR DATA OUTLET TO ACCESSIBLE CEILING SPACE.IN #3/0 COPPER GROUND CONDUCTOR i I LIQUID TIGHT FLEXIBLE i IN 2711 TO 19mm (3/41 DIA. 4#500MCM-91mmC CONDUIT DETAIL 3: PAGING SYSTEM DIAGRAM X 3048mm (10') LONG COP PIER 4. ALL CONDUITS SHALL BE 21mm (3/4") COMPLETE WITH PULL STRING UNLESS OTHERWISE NOTED. GROUND ROD 12#14 + GR NOTES: SCALE: N.T.S. IN#27mm RIGID PVC CONDUIT 5. ALL DISTRIBUTION CONDUITS SHALL BE COMPLETE WITH SLIP SLEEVES TO PERMIT THE INSTALLATION OF THE DISTRIBUTION CABLES. 1. SUPPLY AND INSTALL A COMPLETE PAGING SYSTEM INCLUDING CONDUIT, WIRING, PULL BOXES, OUTLETS, SPEAKERS, GRADE IT ROOM UTILITY #28 FINISH GRADE 6. PROVIDE #6 COPPER GROUNO WIRE IN 21 mm CONDUIT FROM EACH PLYWOOD BACKBOARD TO UTILf1Y ROOM #28 AND CONNECT SPEAKERS HORNS, SPEAKERS CLUSTER, VOLUME CONTROL, MICROPHONE, AMPLIFIER, PAGING EQUIPMENT AND ALL TO MAIN BUILDING GROUND. NECESSARY MATERIALS AS REQUIRED AND/OR SHOWN ON THE DRAWINGS. 35mm (1 1/4")EC - 7. FOR EXACT LOCATIONS AND QUANTITIES OF OUTLETS REFER TO FLOOR PLAN. 2. EQUIPMENT SHALL BE CSA APPROVED. INSTALLATION SHALL MEET THE REQUIREMENT OF ONTARIO ELECTRICAL SAFETY CODE AND OTHER APPLICABLE CODES AND REGULATIONS. — — 400A, 3PSN, 250V F-350A 4#500MCM+GR-103mm RIGID PVC CONDUIT 4#500MCM+GR-103mm RIGID PVC CONDUIT J 8. COORDINATE ALL WORK WITH DATA/TEL./CABLE TV INSTALLER FOR THE SUPPLY AND INSTALLATION OF THEIR EQUIPMENT. 3. PAGING SYSTEM SHALL BE TELK COMMUNICATIONS INC. CONTACT MR. TOM BANDINI (416 284-0561) FOR QUOTATION. SERVICE ENTRANCE DISCONNECT �- 4. INSTALLATION AND WIRING SHALL BE AS PER MANUFACTURE'S RECOMMENDATION. ALL WIRING SHALL BE INSTALLED IN 4#500MCM - 1 X 103mm PVC DUCT + 1 X 103mm CONDUIT, MINIMUM t6mm C. SWITCH. PROVIDE LABEL TO PVC SPARE DUCT ENCASED IN CONCRETE ENVELOPE 5. PAGING SYSTEM SHALL BE TESTED, VERIFIED AND COMPLETE WITH ONE YEAR WARRANTY. (REFER TO DRAWING El) INDICATE MAXIMUM FUSE TYPE 6. THE SUPPLIER SHALL BE RESPONSIBLE FOR DEMONSTRATION AND TRAINING OWNER'S PERSONNEL IN THE OPERATION OF 350 AMP OF PAGING .SYSTEM. DETAIL 1 : POWER DISTRIBUTION DIAGRAM 7. FOR EXACT LOCATION AND QUANTITY OF DEVICES REFER TO FLOOR PLANS. 8. THIS DIAGRAM IS SHOWN FOR SCHEMATIC REPRESENTATION ONLY. CONTRACTOR SHALL OBTAIN SHOP DRAWINGS FROM SCALE: N.T.S. MANUFACTURER/SUPPLIER PRIOR TO INSTALLATION AND/OR ROUGH-IN. TYPE: SIEMENS S3 TYPE: SIEMENS S1 TYPE: SIEMENS S1 TYPE: SIEMENS S1 TYPE: SIEMENS S5 PANEL `LP-A' MAINS: 225 AMPS LOCATION: UTILITY #28 PANEL LP-6 {SECTION 1) MAINS: 225 AMPS LOCATION: UTILITY #28 PANEL 'LP-B' {SECTION 2) MAINS: 225 AMPS LOCA11ON: UTILITY #28 PANEL LP-C' MAINS: 225 AMPS LOCATION: IT ROOM PANEL PP-1 MAINS: 400 AMPS LOCATION: UTILITY #28 120/208V, 30, 4W MOUNTING: SURFACE 120/208V, 30, 4W FEED THRU LUGS MOUNTING: SURFACE 120/208V, 30, 4W MOUNTING: SURFACE 120/208V, 30, 4W MOUNTING. SURFACE 120/208V, 30, 4W MOUNTING: SURFACE LOAD DESCRIPTION BREAKER CIRCUITS BREAKER. DESCRIPTION LOAD LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD LOAD DESCRIPTION BREAKER CIRCUITS BREAKER DESCRIPTION LOAD 100 EXIT LIGHTING 15A 1 2 15A SMOKE ALARMS + CO DETECTORS 100 900 BATTERY UNIT + NIGHT LIGHT 15A 1 2 15A HOT WATER TANK 300 300 GFI HEAT TRACE 15A 43 44 15A RECEPTACLE 200 530 NIGHT LIGHT + EXIT SIGN 15A 1 2 15A RECEPTACLES 300 1 2 200A PANEL LP-A 1040 LIGHTING + EXH. FAN + HTR LAMP 20A 3 4 15A RECEPTACLE 400 1140 LIGHTING 20A 3 4 15A SPARE SPARE 15A 45 46 15A RECEPTACLES 300 1170 LIGHTING 15A 3 4 15A IG RECEPTACLES 600 3 4 3P 1000 LIGHTING 15A 5 6 15A IG RECEPTACLE 200 910 LIGHTING 20A 5 6 15A IG RECEPTACLE 300 SPARE 15A 47 48 15A BB HEATER 1000 1000 LIGHTING 15A 5 6 15A RECEPTACLES 200 5 6 720 LIGHTING 15A 7 8 15A RECEPTACLE 300 910 LIGHTING 20A 7 8 15A IG RECEPTACLE 300 1000 COMPRESSOR 15A 49 50 15A RECEPTACLES 300 6600 AC-1 40A 7 8 15A GFI RECEPTACLES 400 7 8 1050 LIGHTING 15A 9 10 15A GFI RECEPTACLE 100 910 LIGHTING 20A 9 10 15A SPARE 51 52 15A IG RECEPTACLES 100 9 10 15A COPIER 1000 9 10 250 LIGHTING 15A 11 12 15A RECEPTACLES 400 SPARE 15A 11 12 15A PUMP 320 3P 53 54 20A EF-6 + MOTORIZED DAMPER 915 3P 11 12 15A FAX 800 11 12 LEIPCIGER 1350 LIGHTING 15A 13 14 15A GFI RECEPTACLE HEAT TRACE 600 1000 O/H DOOR 15A 13 14 15A GFI RECEPTACLE 200 3200 GEAR WASHER 15A 55 56 15A 0/H DOOR 1000 3000 FF HEATER 20A 13 14 15A PRINTER 800 13 14 2D0A PANEL LP-8 KAi\iIINKER 630 NIGHT LIGHT 15A 15 16 15A GFl RECEPTACLE 200 15 16 15A GFl RECEPTACLE 300 57 58 2P 15 16 15A RECEPTACLES 400 15 16 3P 630 EXTERIOR LIGHTING 20A 17 18 15A RECEPTACLES 300 3P 17 18 15A MOTORIZED DAMPER 1100 3P 59 60 3P 171 EF-4A 15A 17 18 15A IG RECEPTACLES 600 17 t 8 M 1 T E L I!�A N 520 EXTERIOR LIGHTING 20A 19 20 15A IG RECEPTACLES 200 1000 O/H DOOR 15A 19 20 15A IR HEATERS 600 5000 GEAR DRYER 30A 61 62 15A 0/H DOOR 1000 640 LIGHTING + EF-26 15A 19 20 15A CEILING PROJECTOR RECEPT. 600 19 20 '� P a v f n®e s Inc. + A EQUIPMENT CONSULTING ENGINEERS 780 EXTERIOR LIGHTING 20A 21 22 15A RECEPTACLES 200 21 22 15A EF-5 520 63 64 650 LIGHTING 15A 21 22 15A IG RECEPTACLES 600 21 22 TORONTO SUDBURY 1130 EXTERIOR LIGHTING 20A 23 24 15A RECEPTACLE 600 3P 23 24 15A GFI RECEPTACLE 200 3P 65 66 3P SPARE 15A 23 24 15A RECEPTACLES 500 23 24 (416)445-8255 / (705)675-6881 520 EXTERIOR LIGHTING 20A 25 26 20A FF HEATER 3000 100 CORD REEL 15A 25 26 30A ELECTRIC WINCH 3200 SPARE 15A 67 68 15A SPARE SPARE 15A 25 26 15A IG RECEPTACLES 600 25 26 150A PANEL LP-C PROFESSIONAL SEAL: 900 PARKING LOT LIGHTING 20A 27 28 2P 100 CORD REEL 15A 27 28 1000 BLOCK HEATER -15A 69 70 15A SPARE SPARE 15A 27 28 15A IG RECEPTACLES 600 27 28 3p 1000 PYLON SIGN 20A 29 30 15A RECEPTACLES 300 100 CORD REEL 15A 29 30 3P 800 BATTERY CHARGER 15A 71 72 15A SPARE SPARE 15A 29 30 15A RECEPTACLES 400 29 30 700 EXTERIOR UGH71NG 20A 31 32 30A AC-3 2800 100 CORD REEL 15A 31 32 15A GFI RECEPTACLE 200 1100 FUEL PUMP 20A 73 74 15A SPARE 2800 AC-2 30A 31 32 15A SPARE 31 32 900 PARKING LOT 20A 33 34 2P 5500 TAIL PIPE EXHAUST SYSTEM 40A 33 34 15A SMOKE ALARM + CO DETECTORS 100 300 FUEL MONITOR PANEL 15A 75 76 15A SPARE 2P 33 34 15A SPARE 33 34 1000 BARRIER FREE DOOR 15A 35 36 50A STOVE 6000 35 36 15A GFI RECEPTACLE 200 FUEL TANK (SPARE) 15A 77 78 15A SPARE SPARE 15A 35 36 15A RECEPTACLES 200 35 36 1000 BARRIER FREE DOOR 15A 37 38 2P 3P 37 JJ42 15A GFI RECEPTACLE 200 SPACE 79 80 15A SPARE 1000 COPIER 15A 37 38 15A IG RECEPTACLES 300 SPACE 37 38 SPACE 600 SPLIT RECEPTACLE 15A 39 40 15A IG RECEPTACLES 200 600 CF-l& 2 15A 39 15A GFI RECEPTACLE 200 SPACE 81 8 15A SPARE 300 RECEPTACLES 15A 39 40 15A IG RECEPTACLES 300 SPACE 39 40 SPACE LKM PROJECT# 2003-0420 2P 41 42 15A RECEPTACLES 400 458 UH + EF-7 15A 41 15A GF I RECEPTACLE 200 SPACE 83 1 15A SPARE SPARE 15A 41 42 15A IG RECEPTACLES 300 SPACE 41 42 SPACE DWG TITLE: 600 SPLIT RECEPTACLE 15A 43 44 15A RECEPTACLES 400 TOTAL CONNECTED LOAD: 37.4 KVA SPARE 15A 43 44 11 IG RECEPTACLES 300 SPACE 43 44 SPACE ELECTRICAL— POWER 2P 45 46 15A IG RECEPTACLES 400 NOTES: NOTES: SPARE 15A 45 45 15A RECEPTACLES 200 SPACE 145 46 SPACE DISTRIBUTION DIAGRAM, PANEL fi00 SPLIT RECEPTACLE 15A 47 48 15A GFl RECEPTACLES 200 PANEL SHALL BE COMPLETE WITH BUILT-IN TRANSIENT VOLTAGE SURGE SUPPRESSOR. PANEL SHALL BE COMPLETE WITH BUILT-IN TRANSIENT VOLTAGE SURGE SUPPRESSOR. SCHEDULE AND DETAILS SIEMENS# TPS-C-1-120KA-120/208V-3PH-4W-S1 OR APPROVED EQUAL SIEMENS# TPS-C-1-120KA-120/208V-3PH-4W-St OR APPROVED EQUAL SPARE 15A 47 48 15A IG RECEPTACLES 600 SPACE 47 48 SPACE 2P 49 50 15A BATTERY CHARGER RECEPTACLE 600 SPARE 15A 49 50 15A RECEPTACLES 300 SPACE 49 50 SPACE 600 HOOD 15A 51 52 15A ff-3 320 JUNCTION BOX C/W SPARE 15A 51 52 15A GFI RECEPTACLES RECEPTACLES 300 SPACE 51 52 SPACE 1000 MICROWAVE 15A 53 54 15A MICROWAVE RECEPTACLE 1000 RELAYS, CONTACTORS AND CONTROL TRANSFORMER SPACE 53 54 15A IG RECEPTACLES 600 SPACE 53 54 SPACE C 0 U R TI C E FIRE 1000 FRIDGE 15A 55 56 30A AC-4 5500 SPACE 55 56 15A RECEPTACLES 600 SPACE 55 56 SPACE 150mm x 150mm x 75mm 200 RECEPTACLE 15A 57 58 120 VOLT JUNCTION BOX IN 21 mm CONDUIT TO SPACE 57 58 15A GFI RECEPTACLES 300 SPACE 57 58 SPACE S TAT I 0 I V I V o. 04 ACCESSIBLE CEILING SPACE IT ROOM 600 SPLIT RECEPTACLE 15A 59 60 3P SPACE 59 60 SPACE SPACE 59 60 SPACE 2P 61 62 30A FF HEATER 4000 SPACE 61 Y64 SPACE SPACE 61 62 SPACE 8c COMMUNITY 720 EXTERIOR LIGHT 20A 63 64 2P SPACE 63 SPACE SPACE 63 64 SPACE P LI C I N 330 EXTERIOR LIGHT 20A 65 fib 15A DOOR BUZZER 20O EMERGENCY SHUT-OFF 2 POSITION CEILING SPACE SPACE 65 SPACE SPACE 651-.—.4. 66 SPACE G CENTRE 1000 FRIDGE 15A 67 68 15A SPARE PUSHBUTTON C/W PUSH-PULL 16mm CONDUIT. TOTAL CONNECTED LOAD: 34.0 KVA SPACE 69 70 15A DISHWASHER 800 ILLUMINATED. 2611 TRULL S ROAD ALLEN-BRADLEY # 80OT-FXQIORA1 NOTES: COURTICE, ONTARIO (TYPICAL FOR 2) 16mm CONDUIT. PANEL SHALL BE COMPLETE WITH BUILT-IN TRANSIENT VOLTAGE SURGE SUPPRESSOR. SPACE 71 72 15A SPARE SIEMENS# TPS-C-1-120KA-120/208V-3PH-4W-Si OR APPROVED EQUAL RECEPTACLE FOR ELECTRIC STOVE DATE: AUG. 2003' NOTES: TOTAL CONNECTED LOAD: 52.4 KVA - PANEL SHALL BE COMPLETE WITH BUILT-IN TRANSIENT VOLTAGE SURGE SUPPRESSOR. SIEMENS# TPS-C-1-120KA-120/208V-3PH-4W-S3 OR APPROVED EQUAL NOTES: OUTLET FOR SCALE: N.T.S. - 'AF' DENOTES ARC-FAULT CIRCUIT INTERRUPTER TYPE BREAKER 1. PROVIDE A COMPLETE EMERGENCY SHUT-OFF SYSTEM FOR ELECTRIC STOVE CONCEALED DOOR C/W ASSOCIATED CONDUIT, WIRING AND ALL NECESSARY COMPOMENTS. CONTACT. DRAWN BY: Y.N.sm 2. ALL WIRING SHALL BE IN CONDUIT. 0 3. UPON ACTIVATION OF ANY EMERGENCY SHUT-OFF PUSHBUTTON, RECEPTACLE FOR OUTLET FOR OUTLET FOR CARD READER CHECKED BY: Y.N./C.T. STOVE SHALL BE SHUT-OFF. RESETTING THE EMERGENCY SHUT-OFF PUSHBUTTON, RECEPTACLE FOR STOVE SHALL BE RE-ENERGIZED. ELECTRIC STRIKE. 4. FOR EXACT LOCATION AND QUANTITY OF DEVICES, REFER TO FLOOR PLAN. DESIGNED BY: C.T. FLOOR DWG STATUS: DETAIL #1 : EMERGENCY SHUT—OFF SCHEMATIC FOR DETAIL 2: SINGLE DOOR ACCESS CONTROL DIAGRAM TENDER ELECTRIC STOVE IN KITCHEN PROJECT No.: SCALE: N.T.S. SCALE: N.T.S. 0210 DRAWING No.: REVISION E5 -