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By-law No. 2024-064
THE CORPORATION OF THE MUNICIPALITY OF BAYHAM BY-LAW NO. 2024-064 A BY-LAW TO AUTHORIZE THE EXECUTION OF AN AGREEMENT BETWEEN THE CORPORATION OF THE MUNICIPALITY OF BAYHAM AND PK CONSTRUCTION INC. FOR THE MARINE MUSEUM WASHROOM UPGRADES WHEREAS section 8(1) of the Municipal Act, 2001, S.O. 2001, c. 25, as amended, grants a broad scope of powers to municipalities to govern their affairs as they consider appropriate; AND WHEREAS Spriet and Associates issued Tender #223231 for the Marine Museum Washroom Upgrades; AND WHEREAS the Council or the Corporation of the Municipality of Bayham awarded Spriet and Associates issued Tender #223231 to PK Construction Inc. in the amount of $94,200 +HST on October 17, 2024; AND WHEREAS the Council of the Corporation of the Municipality of Bayham is desirous of entering into an agreement with PK Construction Inc. for the Marine Museum Washroom Upgrades; NOW THEREFORE THE COUNCIL OF THE CORPORATION OF THE MUNICIPALITY OF BAYHAM ENACTS AS FOLLOWS: 1_ THAT the Mayor and Chief Administrative Officer be and are hereby authorized to execute the Agreement attached hereto as Schedule "A" and forming part of this by- law between The Corporation of the Municipality of Bayham and PK Construction Inc. for the Marine Museum Washroom Upgrades; 2. AND THAT this by-law shall come into full force and effect upon final passing. READ A FIRST, SECOND AND THIRD TIME AND FINALLY PASSED THIS 17th DAY OF OCTOBER, 2024. MAYOR CLERK THIS AGREEMENT DATED THE DAY OF OC�vber; 2024 BETWEEN: The Corporation of the Municipality of Bayham (Hereinafter called the "Municipality" of the First Part and PK Construction Inc. (Hereinafter called the "Contractor") of the Second Part Section 1 - General Provisions I . 'I A general description of work is to provide all the labour, equipment and materials required to complete the Marine Museum Washroom Upgrades in accordance with Spriet and Associates Tender#223231. 1 2 In respect of such work and except as otherwise specifically provided, the Contractor, at his own expense, shall provide all and every kind of labour, machinery, plant, structures, roadways and materials necessary for the due execution and completion of all the work set out in this Contract and shall forthwith according to the instructions of the Municipality commence the works and diligently execute the respective portions thereof; and deliver the works complete in every particular to the Municipality within the time specified in the Tender. 1.3 Spriet and Associates Tender#223231 shall form part of this Agreement. 1 .4 The Contractor shall be responsible for any damage made to Municipal or private property. Any damage will be repaired at the expense of the Contractor and approved by the Municipality. 1 .5 The Contractor shall maintain and pay for Comprehensive General Liability Insurance in an amount of not less than two million ($2,000,000.00) naming the Municipality of Bayham as an additional insured in respect of all operations performed by or on behalf of the Municipality. The coverage shall not be altered, cancelled or allowed to expire or lapse without thirty (30) days prior written notice to the Municipality. A Certificate of Insurance shall be filed with the Municipality upon the signing of the Agreement and be maintained in place for the duration of the agreement. 1 Z The Contractor shall agree to fulfil all of his obligations in compliance with the Occupational Health and Safety Act and further agrees to take responsibility for any health and safety violation that may occur. The Contractor shall indemnify and save harmless the Municipality from any and all charges, fines, penalties and costs that may be incurred of paid by the Municipality. Page 1 of 3 I .7 The contractor shall provide a Certificate from Workplace Safety and Insurance Board indicating that all payments by the Contractor to the WSIB in conjunction with this Agreement have been made and that the Municipality will not be liable to the Board for future payments in connection with the Agreement. The Certificate shall be provided upon signing of the Agreement and yearly thereafter until the expiry or termination of this Agreement. Section 2 —Administration 2 1 This Agreement shall take effect on the 17th day of October, 2024, and shall remain in effect until December 20, 202H. 2.2 Payment shall be made net thirty (30) calendar days following receipt of invoice. .'' Any notice required to be given under this Agreement must be in writing to the applicable address set out below: (a) in the case of the Municipality: Municipality of Bayham PO Box 160 56169 Heritage Line Straffordville, ON NOJ 1Y0 Office: (519) 866-5521 Email: sadams(@bayham.on.ca (b) in the case of the Contractor: PK Construction Inc. 37 Tillson Street Tillsonburg, ON N4G O137 (519) 842-8001 Email: infoCa r)kconstruction.ca 2.4 In construing this Agreement, words in the singular shall include the plural and vice versa and words importing the masculine shall include the feminine, and the neuter and vice versa, and words importing persons shall include corporations and vice versa. Page 2 of 3 IN WITNESS WHEREOF the parties have duly executed this Agreement this I Jday of Oc 1—Vxr2024. Authorized by ) THE CORPORATION OF THE Bayham By-law No. 2024-064 ) MUNICIPALITY OF BAYHAM } } } Mayor ) 77eff,", nistrative Officer WITNESS WHEREOF the part of the Second Part has hereunto set is hand and seal. SIGNED, SEALED AND DELIVERED, this )S day of flc,4L)rt�0, 2024. In the presence of ) ) Wi ness: ) PK C r(struction Inc. Page 3 of 3 Spriet Associates Architects and Consulting Engineers August 27, 2024 Washroom Upgrades Port Burwell Marine Museum 18 Pitt Street Port Burwell, ON For The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON NOJ 1Y0 P: 519-866-5521 E: bayham@bayham.on.ca Architect: Spriet Associates Limited Architects 155 York Street London, Ontario N6A 1A8 P: 519-672-4100 E: mail@spriet.on.ca Electrical Engineers Integrated Engineering 1930 Blue Heron Drive London, Ontario N6H 51-9 P: 519-472-3688 E: mail@integratedengineering.ca Washroom Upgrade Section 00000 Port Burwell Marine Museum Table of Contents 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 1 Section 00000 Table of Contents Contents Section 00000 Table of Contents 1 Section 00001 List of Drawings-----------------------------------------------------------------------------------------1 Section 00002 Form of Tender 2 ------------------------------------------------------------------------------------------ Section 00200 Instructions to Bidders 6 ------------------------------------------------------------------------------- Section 00700 General Conditions 3 ------------------------------------------------------------------------------------ Section 00800 Amendments to and Supplementary General Conditions-----------------------------5 Section 01000 General Requirements-------------------------------------------------------------------------------8 Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00001 Port Burwell Marine Museum List of Drawings 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 1 Section 00001 List of Drawings Contents Al Specifications, Matrix A2 Key Plan, Demolition Plan, New Floor Plan, Sections, Interior Elevations, Wall Types A3 Washroom Plan,Washroom Notes, Washroom Accessories, Ceiling Plan E1 Electrical Floor Plans M1 Mechanical Floor Plans Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00002 Port Burwell Marine Museum Form of Tender 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 2 To: The Mayor and Council of The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON NOJ 1Y0 Having examined the Contract Documents for the "Washroom Upgrades—Port Burwell Marine Museum", dated August 27, 2024, prepared by Spriet Associates Limited Architects and Consulting Engineers, and having received the following Addenda to issued by the Consultant during the tender period, and having examined the site and all conditions affecting the Work, we, the undersigned General Contractor propose to furnish all labour,equipment and materials and complete the Contract as called for the the said Documents in the time specified for the following amount: (a) Building Work(exclusive of Trades below) $ (b) Electrical Work $ (c) Mechanical Work $ (d) Site Work $ (e) Contingency&Testing Allowance $ 15 000 Sub total of above $ Harmonized Sales Tax (13%) $ TOTAL CONTRACT AMOUNT $ (Total Contract Price Written if Full) The above Total Contract Price includes all Harmonized Sales Taxes. If is specifically understood that the Contingency and Testing Allowance is to be expended only as directed by the Consultant, and that any unused portion of the Allowance shall revert to the Owner. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00002 Port Burwell Marine Museum Form of Tender 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 2 We propose to use the following Sub Trades: TRADE NAME OF SUBCONTRACTOR AND/OR SUPPLIER Site Work Mechanical Electrical Our Tender includes the following Allowances: a) Contingency&Testing Allowance $15 000.00 We,the undersigned General Contractor, by the Tender, offer to complete the Contract in accordance with the terms contained herein. Dated this day of 2024 Witness Signature of Authorized Person Signing for the General Contractor Corporate Name of General Contractor Address of General Contractor Telephone Number Corporate Seal Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Standard Construction Document CCDC 2—2008 AGREEMENT BETWEEN OWNER AND CONTRACTOR For use when a stipulated price is the basis of payment. This Agreement made on the day of in the year by and between the parties hereinafter called the"Owner' and hereinafter called the "Contractor" The Owner and the Contractor agree as follows: ARTICLE A-1 THE WORK The Contractor shall: 1.1 perform the Work required by the Contract Documents for insert above the name of the Work located at insert above the Place of the Work for which the Agreement has been signed by the parties,and for which insert above the name of the Consultant is acting as and is hereinafter called the"Consultant"and 1.2 do and fulfill everything indicated by the Contract Documents,and 1.3 commence the Work by the day of in the year and,subject to adjustment in Contract Time as provided for in the Contract Documents,attain Substantial Performance of the Work,by the day of in the year ARTICLE A-2 AGREEMENTS AND AMENDMENTS 2.1 The Contract supersedes all prior negotiations, representations or agreements, either written or oral, relating in any manner to the Work, including the bidding documents that are not expressly listed in Article A-3 of the Agreement - CONTRACT DOCUMENTS. 2.2 The Contract may be amended only as provided in the Contract Documents. CCDC 2—2008 File 005213 1 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. ARTICLE A-3 CONTRACT DOCUMENTS 3.1 The following are the Contract Documents referred to in Article A-1 of the Agreement-THE WORK: — Agreement between Owner and Contractor — Definitions — The General Conditions of the Stipulated Price Contract * * (Insert here, attaching additional pages if required, a list identifying all other Contract Documents e.g. supplementary conditions; information documents;specifications,giving a list of contents with section numbers and titles, number of pages and date;material finishing schedules;drawings,giving drawing number, title, date, revision date or mark; addenda,giving title, number, date) CCDC 2—2008 File 005213 2 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. ARTICLE A-4 CONTRACT PRICE 4.1 The Contract Price,which excludes Value Added Taxes,is: /100 dollars $ 4.2 Value Added Taxes(of %)payable by the Owner to the Contractor are: /100 dollars $ 4.3 Total amount payable by the Owner to the Contractor for the construction of the Work is: /100 dollars $ 4.4 These amounts shall be subject to adjustments as provided in the Contract Documents. 4.5 All amounts are in Canadian funds. ARTICLE A-5 PAYMENT 5.1 Subject to the provisions of the Contract Documents, and in accordance with legislation and statutory regulations respecting holdback percentages and, where such legislation or regulations do not exist or apply, subject to a holdback of percent( %),the Owner shall: 1 make progress payments to the Contractor on account of the Contract Price when due in the amount certified by the Consultant together with such Value Added Taxes as may be applicable to such payments,and .2 upon Substantial Performance of the Work,pay to the Contractor the unpaid balance of the holdback amount when due together with such Value Added Taxes as may be applicable to such payment,and .3 upon the issuance of the final certificate for payment, pay to the Contractor the unpaid balance of the Contract Price when due together with such Value Added Taxes as may be applicable to such payment. 5.2 In the event of loss or damage occurring where payment becomes due under the property and boiler insurance policies, payments shall be made to the Contractor in accordance with the provisions of GC 11.1 —INSURANCE. 5.3 Interest 1 Should either party fail to make payments as they become due under the terms of the Contract or in an award by arbitration or court, interest at the following rates on such unpaid amounts shall also become due and payable until payment: (1) 2%per annum above the prime rate for the first 60 days. (2) 4%per annum above the prime rate after the first 60 days. Such interest shall be compounded on a monthly basis. The prime rate shall be the rate of interest quoted by (Insert name of chartered lending institution whose prime rate is to be used) for prime business loans as it may change from time to time. .2 Interest shall apply at the rate and in the manner prescribed by paragraph 5.3.1 of this Article on the settlement amount of any claim in dispute that is resolved either pursuant to Part 8 of the General Conditions—DISPUTE RESOLUTION or otherwise,from the date the amount would have been due and payable under the Contract,had it not been in dispute, until the date it is paid. CCDC 2—2008 File 005213 3 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. ARTICLE A-6 RECEIPT OF AND ADDRESSES FOR NOTICES IN WRITING 6.1 Notices in Writing will be addressed to the recipient at the address set out below. The delivery of a Notice in Writing will be by hand,by courier,by prepaid first class mail, or by facsimile or other form of electronic communication during the transmission of which no indication of failure of receipt is communicated to the sender. A Notice in Writing delivered by one party in accordance with this Contract will be deemed to have been received by the other party on the date of delivery if delivered by hand or courier, or if sent by mail it shall be deemed to have been received five calendar days after the date on which it was mailed,provided that if either such day is not a Working Day,then the Notice in Writing shall be deemed to have been received on the Working Day next following such day. A Notice in Writing sent by facsimile or other form of electronic communication shall be deemed to have been received on the date of its transmission provided that if such day is not a Working Day or if it is received after the end of normal business hours on the date of its transmission at the place of receipt,then it shall be deemed to have been received at the opening of business at the place of receipt on the first Working Day next following the transmission thereof. An address for a party may be changed by Notice in Writing to the other party setting out the new address in accordance with this Article. Owner name of Owner* address facsimile number email address Contractor name of Contractor* address facsimile number email address Consultant name of Consultant* address facsimile number email address *If it is intended that the notice must be received by a specific individual, that individual's name shall be indicated. ARTICLE A-7 LANGUAGE OF THE CONTRACT 7.1 When the Contract Documents are prepared in both the English and French languages, it is agreed that in the event of any apparent discrepancy between the English and French versions,the English / French #language shall prevail. #Complete this statement by striking out inapplicable term. 7.2 This Agreement is drawn in English at the request of the parties hereto. La pr6sente convention est r6dig6e en anglais a la demande des parties. CCDC 2—2008 File 005213 4 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. ARTICLE A-8 SUCCESSION 8.1 The Contract shall enure to the benefit of and be binding upon the parties hereto,their respective heirs,legal representatives, successors,and assigns. In witness whereof the parties hereto have executed this Agreement by the hands of their duly authorized representatives. SIGNED AND DELIVERED in the presence of: WITNESS OWNER name of owner signature signature name ofperson signing name and title ofperson signing signature signature name ofperson signing name and title ofperson signing WITNESS CONTRACTOR name of Contractor signature signature name ofperson signing name and title ofperson signing signature signature name ofperson signing name and title ofperson signing N.B. Where legal jurisdiction, local practice or Owner or Contractor requirement calls for: (a)proof of authority to execute this document, attach such proof of authority in the form of a certified copy of a resolution naming the representative(s)authorized to sign the Agreement for and on behalf of the corporation or partnership;or (b) the affixing of a corporate seal, this Agreement should be properly sealed. CCDC 2—2008 File 005213 5 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. Washroom Upgrade Section 00200 Port Burwell Marine Museum Instructions to Bidders 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 6 Section 00200 Instruction to Bidders Part 1 General 1.1 DESCRIPTION OF THE WORK .1 The work covered by this Contract includes the removal of the existing washroom facilities, and the construction of new washroom facilities with modifications to the entrance to current barrier free standards. 1.2 PLACE OF WORK .1 The place of work is located at: 18 Pitt Street Port Burwell, Ontario 1.3 OWNER The Owner is: The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON NOJ 1YO 1.4 SCOPE .1 The scope of this project shall be all work indicated in the Tender Documents, which consists of the following: 1. Form of Tender and Instructions to Bidders. 2. All Addenda Issued. 3. Drawings and Specifications noted in the Table of Contents and List of Drawings. 1.5 SUBMITTING TENDERS, OPENING TENDERS AND BID ACCEPTANCE PERIOD .1 Bids must be submitted to the Consultant (Spriet Associates) via email, send to both. Email: mail@spriet.on.ca. Email: mary@spriet.on.ca File Size: maximum 20 MB .2 Submissions by other methods will not be accepted. .3 Tenders shall be submitted on the Forms herewith provided and shall be signed where indicated on the last page of the Form of Tender. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00200 Port Burwell Marine Museum Instructions to Bidders 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 6 .4 Tenders will be received up to 2:00 p.m., local time, Wednesday, October 2, 2024. .5 Offers submitted after the above time shall be returned to the bidder unopened. .6 Tenders which are incomplete, conditional, illegible, or obscure or qualified in any way, or that contain additions not called for, erasures, alterations, or irregularities of any kind, will be rejected as informal. The Bidder shall give the Total Contract Price in both words and figures and shall fill in all blank spaces. .7 It is the contractor's responsibility to ensure they have the proper browser requirements, Javascript, cookies enabled etc... prior to submission. Uploading large documents may take significant time, depending on file size and internet connection speed. It is strongly recommended that Bidders allow sufficient time of at least one (1) hour before the submission Deadline to upload documents and finalize their submission. .8 All tenders shall remain valid for forty-five (45) days after closing date of tender period. If after forty-five (45) days, no contract has been signed between the Owner and Contractor, the Tender will no longer be valid. 1.6 SECURITY DEPOSIT .1 The bidder shall include with the Form of Tender a Bid Bond in the amount of 10% of the Contract Price. .2 Endorse the Bid Bond in the name of the Owner. .3 The Bid Bond will be returned after delivery to the Owner of the required Performance and Labour and Materials Payment Bond(s) by the accepted bidder. .4 The Bid Bond will become payable in the event of the failure of the Tenderer to sign the Contract within a period of forty-five (45) days. .5 If no contract is awarded, all security deposits will be returned. 1.7 AGREEMENT TO BOND .1 Submit with the Form of Tender and Bid Bond an "Agreement to Bond", stating that the Surety providing the Bid Bond is willing to supply the Performance and Labour and Materials Payment Bonds required under this Contract. Include the costs associated with this requirement in the Contract Price. 1.8 ACCEPTANCE OR REJECTION OF TENDERS .1 The Owner reserves the right to reject any or all Tenders and the lowest or any Tenders will not necessarily be accepted. .2 The Owner shall not be responsible for any liabilities, costs, expenses, loss or damage incurred, sustained or suffered by any Bidder by reason of the acceptance or non-acceptance by the Owner of any tender save as provided in the Contract. Tenders are subject to a formal contract being prepared and executed. .3 The Construction Contract shall be awarded as a complete project to the General Contractor. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00200 Port Burwell Marine Museum Instructions to Bidders 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 6 1.9 CONTRACT AWARD PROCEDURES .1 Unless stated otherwise the following procedures will apply: .1 The Owner will notify the successful Tenderer that his Tender has been accepted within 45 days of the Tender opening. .2 Notice of acceptance of the Tender will be by telephone and/or by written notice. .3 The required Contract Documents will be sent to the successful Tenderer immediately after acceptance of the Tender. The Tenderer shall fully execute and return the documents together with the applicable bonds, Certificates of Insurance and any other required documents to the Owner within 10 days of receipt. .4 Following receipt by the Owner of the properly executed documents, Certificates of Insurance and Contract Bonds, the Contractor will receive written authority to proceed with the Work. 1.10 APPROVED ALTERNATE .1 For approval of products, other than those specified, applicants shall submit a request in writing to the Consultant. Requests shall clearly define and describe the product for which approval is requested. Requests shall be accompanied by manufacturer's literature, specifications, etc., to completely describe the item. Consideration will not be given to materials as being an equal or alternate to those specified after three (3) working days prior to the closing of tenders. .2 When a product has been reviewed by the Consultant as to being an approved alternate or equal, the Consultant will issue an "Approved Alternate" memo. This memo will be sent to the individual applicant which requested the approval. The applicant must provide proof of such approval to all General Contractors to whom he may be submitting a quotation. No product will be accepted for use in the work unless it has been approved by the Consultant. .3 The cost of all revisions or adjustments related to the acceptance of alternates must be included in the Contract Price. 1.11 ADDENDA .1 All addenda issued during the tender period shall be read with and form part of the Contract Documents. Receipt of each addendum must be acknowledged on the Form of Tender. .2 No addendum(s) will be issued within 48 hours prior to bid closing. All addendum(s) become part of the tender documents and must be acknowledged, signed and submitted as instructed with the bid. 1.12 COMPLETION DATE .1 The Contractor shall substantially be complete by January 31, 2025. .2 The bidder, in submitting an offer, accepts and agrees to the Completion Date indicated. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00200 Port Burwell Marine Museum Instructions to Bidders 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 4 of 6 .3 The Completion Date specified herein is based on approval to proceed within 15 calendar days of the date of submission of tender, and will be extended by the same number of days that the 15 calendar days are exceeded if some delay should occur. 1.13 GENERAL CONDITIONS .1 The General Contractor should be aware that the General Conditions of CCDC2- 2008 have been incorporated into these specifications. 1.14 INQUIRIES .1 All Inquiries regarding this Tender are to be directed to the applicable Consultant, listed on the front page of this specification. No verbal communication shall modify the terms, conditions or specifications, until they are confirmed in writing. .2 Should a Bidder find omissions from or discrepancies in any of the Tender Documents or should he be in doubt as to the meaning of any part of such Documents, he should notify the Consultant, preferably in writing and not later than 48 hours before the closing date for tenders. If the Consultant considers that a correction, explanation or interpretation is necessary or desirable, he will issue an addendum to all Bidders. .3 Inquiries by Email, send to both: mail@spriet.on.ca mary(o)spriet.on.ca 1.15 BASIS OF TENDERING .1 The site shall be accepted by the Contractor in its present condition. A mandatory site visit is scheduled for Wednesday September 18, 9:00 am. The Contractor shall visit the site and carefully note all conditions affecting the site and the work to be done thereon. The Contractor shall accept sole responsibility for any errors or neglect on his part in this respect. .2 If any person submitting a bid on this project is in doubt as to the true meaning and intent of any part of the Specifications or other documents, he must request an interpretation from the Consultant. If such interpretation is not requested, the bids will be presumed to be based on the interpretations or directions that may be subsequently given by the Consultant after the award of the Contract, in accordance with the provisions of the Contract. .3 Prior to the closing date of the tenders, any and all necessary clarifications of the Specifications or other tender documents will be in the form of written Addenda. The Consultant will not be responsible for verbal instructions on any explanations or interpretation of Drawings and Specifications. .4 The tenders shall be based on the use of the definitively mentioned article(s) or manufacturer(s). 1.16 EXAMINATION OF THE SITE Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00200 Port Burwell Marine Museum Instructions to Bidders 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 5 of 6 .1 No claims for extra payment to the Contractor will be allowed for extra work made necessary or difficulties encountered due to conditions of the site which were visible upon or reasonably inferable from an examination of the said site prior to the closing of tenders. Failure of the Contractor to visit and examine the site shall be deemed a waiver of all claims for extra payment due to any conditions of the site existing prior to the closing of tenders. 1.17 BONDS .1 Refer to Section 00800 Amendments to and Supplementary General Conditions for Bond requirements. 1.18 CONTRACTOR'S INSURANCE REQUIREMENTS .1 Refer to GC 11-1 "Insurance" for Contractors insurance obligations and 00800 Ammendments to and Supplementary General Conditions. 1.19 PERMITS AND FEES .1 Refer to Section 00800 Amendments to and Supplementary General Conditions for Permit and Fee requirements. 1.20 SUBCONTRACTORS .1 The Bidder shall list in Form of Tender, the name of each proposed subcontractor used in making up his Tender or by entering "Own Forces", which ever applies. Only one subcontractor shall be named for each part of the Work to be sublet. No blank spaces are to be left for the sub-trades listed. .2 The Bidder or the Contractor shall not be allowed to substitute other subcontractors in place of those named in the Tender without written approval of the Consultant. 1.21 SALES TAXES .1 Refer to Section 00800 Amendments to and Supplementary General Condition. 1.22 LAWS AND REGULATIONS .1 The Bidder is assumed to have made himself familiar with and abide by the Federal, Provincial, Municipal and local laws, rules and regulations which in any manner affect those engaged or employed in the Work, or in any way affect the Work, and no plea of misunderstanding will be considered on account of ignorance thereof. If the Bidder shall discover any provisions in the Drawings, Specifications or Contract which are contrary to or inconsistent with any law, rule or regulation, he shall at once report it to the Consultant in writing. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00200 Port Burwell Marine Museum Instructions to Bidders 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 6 of 6 1.23 CASH ALLOWANCES .1 Refer to Section 00800 Amendments to and Supplementary General Conditions. 1.24 WORKPLACE SAFETY AND INSURANCE BOARD CLEARANCE .1 The Contractor shall, at the time of entering into any contract with the Owner, make a statutory declaration by providing a satisfactory clearance letter from the Workplace Safety and Insurance Board stating that all assessments or compensation payable to Workplace Safety and Insurance Board have been paid. END OF SECTION 00200 Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00700 Port Burwell Marine Museum General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 3 Section 00700 General Conditions Part 1 General 1.1 CONSTRUCTION CONTRACT .1 The General Conditions contained in the Standard Construction Document CCDC 2-2008, Stipulated Price Contract published by the Canadian Construction Documents Committee and approved by the Royal Architectural Institute of Canada and the Engineering Institute of Canada which are hereby included as a part of this Contract. These General Conditions are bound herein and are a part of all sections of these specifications. An index of the above General Conditions are as follows: .2 Definitions Part 1 General Provisions GC 1.1 Contract Documents GC 1.2 Law of the Contract GC 1.3 Rights and Remedies GC 1.4 Assignment Part 2 Administration of the Contract GC 2.1 Authority of the Consultant GC 2.2 Role of the Consultant GC 2.3 Review and Inspection of the Work GC 2.4 Defective Work Part 3 Execution of the Work GC 3.1 Control of the Work GC 3.2 Construction by Owner or Other Contractors GC 3.3 Temporary Work GC 3.4 Document Review GC 3.5 Construction Schedule GC 3.6 Supervision GC 3.7 Subcontractors and Suppliers GC 3.8 Labour and Products GC 3.9 Documents at the Site Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00700 Port Burwell Marine Museum General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 3 GC 3.10 Shop Drawings GC 3.11 Use of the Work GC 3.12 Cutting and remedial Work GC 3.13 Clearup Part 4 Allowances GC 4.1 Cash Allowances GC 4.2 Contingency Allowance Part 5 Payment GC 5.1 Financing Information Required of the Owner GC 5.2 Applications for Progress Payment GC 5.3 Progress Payment GC 5.4 Substantial Performance of the Work GC 5.5 Payment of Holdback upon Substantial Performance of the Work GC 5.6 Progressive Release of Holdback GC 5.7 Final Payment GC 5.8 Withholding of Payment GC 5.9 Non-conforming Work Part 6 Change in the Work GC 6.1 Owner's Right to Make Changes GC 6.2 Change Order GC 6.3 Change Directive GC 6.4 Concealed or Unknown Conditions GC 6.5 Delays GC 6.6 Claims for a Change in Contract Price Part 7 Default Notice GC 7.1 Owner's Right to Perform the Work, Terminate the Contractor's Right to Continue with the Work or Terminate the Contract GC 7.2 Contractor's Right to Suspend the Work or Terminate the Contract Part 8 Dispute Resolution GC 8.1 Authority of the Consultant GC 8.2 Negotiation, Mediation, and Arbitration GC 8.3 Retention of Rights Part 9 Protection of Persons and Property GC 9.1 Protection of Work and Property Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00700 Port Burwell Marine Museum General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 3 GC 9.2 Toxic and Hazardous Substances GC 9.3 Artifacts and Fossils GC 9.4 Construction Safety GC 9.5 Mould Part 10 Governing Regulations GC 10.1 Taxes and Duties GC 10.2 Laws, Notices, Permits, and Fees GC 10.3 Patent Fees GC 10.4 Workers' Compensation Part 11 Insurance - Bonds GC 11.1 Insurance GC 11.2 Contract Security Part 12 Indemnification - Waiver - Warranty GC 12.1 Indemnification GC 12.2 Waiver of Claims GC 12.3 Warranty END OF SECTION 00700 Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Standard Construction Document CCDC 2—2008 DEFINITIONS The following Definitions shall apply to all Contract Documents. 1. Change Directive A Change Directive is a written instruction prepared by the Consultant and signed by the Owner directing the Contractor to proceed with a change in the Work within the general scope of the Contract Documents prior to the Owner and the Contractor agreeing upon adjustments in the Contract Price and the Contract Time. 2. Change Order A Change Order is a written amendment to the Contract prepared by the Consultant and signed by the Owner and the Contractor stating their agreement upon: - a change in the Work, - the method of adjustment or the amount of the adjustment in the Contract Price,if any;and - the extent of the adjustment in the Contract Time,if any. 3. Construction Equipment Construction Equipment means all machinery and equipment, either operated or not operated, that is required for preparing, fabricating,conveying,erecting,or otherwise performing the Work but is not incorporated into the Work. 4. Consultant The Consultant is the person or entity engaged by the Owner and identified as such in the Agreement. The Consultant is the Architect, the Engineer or entity licensed to practise in the province or territory of the Place of the Work. The term Consultant means the Consultant or the Consultant's authorized representative. 5. Contract The Contract is the undertaking by the parties to perform their respective duties, responsibilities and obligations as prescribed in the Contract Documents and represents the entire agreement between the parties. 6. Contract Documents The Contract Documents consist of those documents listed in Article A-3 of the Agreement- CONTRACT DOCUMENTS and amendments agreed upon between the parties. 7. Contract Price The Contract Price is the amount stipulated in Article A-4 of the Agreement-CONTRACT PRICE. 8. Contract Time The Contract Time is the time stipulated in paragraph 1.3 of Article A-1 of the Agreement - THE WORK from commencement of the Work to Substantial Performance of the Work. 9. Contractor The Contractor is the person or entity identified as such in the Agreement. The term Contractor means the Contractor or the Contractor's authorized representative as designated to the Owner in writing. 10. Drawings The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design,location and dimensions of the Work,generally including plans,elevations,sections,details,and diagrams. 11. Notice in Writing A Notice in Writing,where identified in the Contract Documents,is a written communication between the parties or between them and the Consultant that is transmitted in accordance with the provisions of Article A-6 of the Agreement—RECEIPT OF AND ADDRESSES FOR NOTICES IN WRITING. 12. Owner The Owner is the person or entity identified as such in the Agreement. The term Owner means the Owner or the Owner's authorized agent or representative as designated to the Contractor in writing,but does not include the Consultant. 13. Place of the Work The Place of the Work is the designated site or location of the Work identified in the Contract Documents. 14. Product Product or Products means material, machinery, equipment, and fixtures forming the Work, but does not include Construction Equipment. CCDC 2-2008 File 007100 6 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 15. Project The Project means the total construction contemplated of which the Work may be the whole or a part. 16. Provide Provide means to supply and install. 17. Shop Drawings Shop Drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, Product data, and other data which the Contractor provides to illustrate details of portions of the Work. 18. Specifications The Specifications are that portion of the Contract Documents,wherever located and whenever issued,consisting of the written requirements and standards for Products, systems,workmanship, quality, and the services necessary for the performance of the Work. 19. Subcontractor A Subcontractor is a person or entity having a direct contract with the Contractor to perform a part or parts of the Work at the Place of the Work. 20. Substantial Performance of the Work Substantial Performance of the Work is as defined in the lien legislation applicable to the Place of the Work. If such legislation is not in force or does not contain such definition, or if the Work is governed by the Civil Code of Quebec, Substantial Performance of the Work shall have been reached when the Work is ready for use or is being used for the purpose intended and is so certified by the Consultant. 21. Supplemental Instruction A Supplemental Instruction is an instruction,not involving adjustment in the Contract Price or Contract Time,in the form of Specifications, Drawings, schedules, samples, models or written instructions, consistent with the intent of the Contract Documents. It is to be issued by the Consultant to supplement the Contract Documents as required for the performance of the Work. 22. Supplier A Supplier is a person or entity having a direct contract with the Contractor to supply Products. 23. Temporary Work Temporary Work means temporary supports, structures, facilities, services, and other temporary items, excluding Construction Equipment,required for the execution of the Work but not incorporated into the Work. 24. Value Added Taxes Value Added Taxes means such sum as shall be levied upon the Contract Price by the Federal or any Provincial or Territorial Government and is computed as a percentage of the Contract Price and includes the Goods and Services Tax, the Quebec Sales Tax, the Harmonized Sales Tax, and any similar tax, the collection and payment of which have been imposed on the Contractor by the tax legislation. 25. Work The Work means the total construction and related services required by the Contract Documents. 26. Working Day Working Day means a day other than a Saturday, Sunday, statutory holiday, or statutory vacation day that is observed by the construction industry in the area of the Place of the Work. CCDC 2-2008 File 007100 7 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. Standard Construction Document CCDC 2—2008 GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT PART 1 GENERAL PROVISIONS GC 1.1 CONTRACT DOCUMENTS 1.1.1 The intent of the Contract Documents is to include the labour,Products and services necessary for the performance of the Work by the Contractor in accordance with these documents. It is not intended, however, that the Contractor shall supply products or perform work not consistent with,not covered by,or not properly inferable from the Contract Documents. 1.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between: .1 the Owner and a Subcontractor, a Supplier, or their agent, employee, or other person performing any portion of the Work. .2 the Consultant and the Contractor, a Subcontractor, a Supplier, or their agent, employee, or other person performing any portion of the Work. 1.1.3 The Contract Documents are complementary,and what is required by any one shall be as binding as if required by all. 1.1.4 Words and abbreviations which have well known technical or trade meanings are used in the Contract Documents in accordance with such recognized meanings. 1.1.5 References in the Contract Documents to the singular shall be considered to include the plural as the context requires. 1.1.6 Neither the organization of the Specifications nor the arrangement of Drawings shall control the Contractor in dividing the work among Subcontractors and Suppliers. 1.1.7 If there is a conflict within the Contract Documents: 1 the order of priority of documents,from highest to lowest,shall be — the Agreement between the Owner and the Contractor, — the Definitions, — Supplementary Conditions, — the General Conditions, — Division 1 of the Specifications, — technical Specifications, — material and finishing schedules, — the Drawings. .2 Drawings of larger scale shall govern over those of smaller scale of the same date. .3 dimensions shown on Drawings shall govern over dimensions scaled from Drawings. .4 later dated documents shall govern over earlier documents of the same type. 1.1.8 The Owner shall provide the Contractor,without charge,sufficient copies of the Contract Documents to perform the Work. 1.1.9 Specifications, Drawings, models, and copies thereof furnished by the Consultant are and shall remain the Consultant's property,with the exception of the signed Contract sets,which shall belong to each party to the Contract. All Specifications, Drawings and models furnished by the Consultant are to be used only with respect to the Work and are not to be used on other work. These Specifications,Drawings and models are not to be copied or altered in any manner without the written authorization of the Consultant. 1.1.10 Models furnished by the Contractor at the Owner's expense are the property of the Owner. GC 1.2 LAW OF THE CONTRACT 1.2.1 The law of the Place of the Work shall govern the interpretation of the Contract. GC 1.3 RIGHTS AND REMEDIES 1.3.1 Except as expressly provided in the Contract Documents,the duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder shall be in addition to and not a limitation of any duties,obligations,rights,and remedies otherwise imposed or available by law. 1.3.2 No action or failure to act by the Owner, Consultant or Contractor shall constitute a waiver of any right or duty afforded any of them under the Contract,nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder,except as may be specifically agreed in writing. CCDC 2—2008 File 007213 8 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 1.4 ASSIGNMENT 1.4.1 Neither party to the Contract shall assign the Contract or a portion thereof without the written consent of the other, which consent shall not be unreasonably withheld. PART 2 ADMINISTRATION OF THE CONTRACT GC 2.1 AUTHORITY OF THE CONSULTANT 2.1.1 The Consultant will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written agreement as provided in paragraph 2.1.2. 2.1.2 The duties, responsibilities and limitations of authority of the Consultant as set forth in the Contract Documents shall be modified or extended only with the written consent of the Owner,the Contractor and the Consultant. 2.1.3 If the Consultant's employment is terminated,the Owner shall immediately appoint or reappoint a Consultant against whom the Contractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former Consultant. GC 2.2 ROLE OF THE CONSULTANT 2.2.1 The Consultant will provide administration of the Contract as described in the Contract Documents. 2.2.2 The Consultant will visit the Place of the Work at intervals appropriate to the progress of construction to become familiar with the progress and quality of the work and to determine if the Work is proceeding in general conformity with the Contract Documents. 2.2.3 If the Owner and the Consultant agree, the Consultant will provide at the Place of the Work, one or more project representatives to assist in carrying out the Consultant's responsibilities. The duties, responsibilities and limitations of authority of such project representatives shall be as set forth in writing to the Contractor. 2.2.4 The Consultant will promptly inform the Owner of the date of receipt of the Contractor's applications for payment as provided in paragraph 5.3.1.1 of GC 5.3—PROGRESS PAYMENT. 2.2.5 Based on the Consultant's observations and evaluation of the Contractor's applications for payment, the Consultant will determine the amounts owing to the Contractor under the Contract and will issue certificates for payment as provided in Article A-5 of the Agreement-PAYMENT,GC 5.3 -PROGRESS PAYMENT and GC 5.7-FINAL PAYMENT. 2.2.6 The Consultant will not be responsible for and will not have control, charge or supervision of construction means,methods, techniques, sequences, or procedures, or for safety precautions and programs required in connection with the Work in accordance with the applicable construction safety legislation, other regulations or general construction practice. The Consultant will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The Consultant will not have control over, charge of or be responsible for the acts or omissions of the Contractor,Subcontractors,Suppliers,or their agents,employees,or any other persons performing portions of the Work. 2.2.7 Except with respect to GC 5.1 -FINANCING INFORMATION REQUIRED OF THE OWNER,the Consultant will be,in the first instance,the interpreter of the requirements of the Contract Documents. 2.2.8 Matters in question relating to the performance of the Work or the interpretation of the Contract Documents shall be initially referred in writing to the Consultant by the party raising the question for interpretations and findings and copied to the other Ply 2.2.9 Interpretations and findings of the Consultant shall be consistent with the intent of the Contract Documents. In making such interpretations and findings the Consultant will not show partiality to either the Owner or the Contractor. 2.2.10 The Consultant's interpretations and findings will be given in writing to the parties within a reasonable time. 2.2.11 With respect to claims for a change in Contract Price,the Consultant will make findings as set out in GC 6.6—CLAIMS FOR A CHANGE IN CONTRACT PRICE. 2.2.12 The Consultant will have authority to reject work which in the Consultant's opinion does not conform to the requirements of the Contract Documents. Whenever the Consultant considers it necessary or advisable,the Consultant will have authority to require inspection or testing of work, whether or not such work is fabricated, installed or completed. However, neither the authority of the Consultant to act nor any decision either to exercise or not to exercise such authority shall give rise to any duty or responsibility of the Consultant to the Contractor, Subcontractors, Suppliers, or their agents, employees, or other persons performing any of the Work. CCDC 2—2008 File 007213 9 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 2.2.13 During the progress of the Work the Consultant will furnish Supplemental Instructions to the Contractor with reasonable promptness or in accordance with a schedule for such instructions agreed to by the Consultant and the Contractor. 2.2.14 The Consultant will review and take appropriate action upon Shop Drawings, samples and other Contractor's submittals, in accordance with the Contract Documents. 2.2.15 The Consultant will prepare Change Orders and Change Directives as provided in GC 6.2-CHANGE ORDER and GC 6.3 -CHANGE DIRECTIVE. 2.2.16 The Consultant will conduct reviews of the Work to determine the date of Substantial Performance of the Work as provided in GC 5.4-SUBSTANTIAL PERFORMANCE OF THE WORK. 2.2.17 All certificates issued by the Consultant will be to the best of the Consultant's knowledge,information and belief. By issuing any certificate,the Consultant does not guarantee the Work is correct or complete. 2.2.18 The Consultant will receive and review written warranties and related documents required by the Contract and provided by the Contractor and will forward such warranties and documents to the Owner for the Owner's acceptance. GC 2.3 REVIEW AND INSPECTION OF THE WORK 2.3.1 The Owner and the Consultant shall have access to the Work at all times. The Contractor shall provide sufficient, safe and proper facilities at all times for the review of the Work by the Consultant and the inspection of the Work by authorized agencies. If parts of the Work are in preparation at locations other than the Place of the Work,the Owner and the Consultant shall be given access to such work whenever it is in progress. 2.3.2 If work is designated for tests,inspections or approvals in the Contract Documents,or by the Consultant's instructions, or by the laws or ordinances of the Place of the Work,the Contractor shall give the Consultant reasonable notification of when the work will be ready for review and inspection. The Contractor shall arrange for and shall give the Consultant reasonable notification of the date and time of inspections by other authorities. 2.3.3 The Contractor shall furnish promptly to the Consultant two copies of certificates and inspection reports relating to the Work. 2.3.4 If the Contractor covers, or permits to be covered, work that has been designated for special tests, inspections or approvals before such special tests,inspections or approvals are made,given or completed,the Contractor shall,if so directed,uncover such work,have the inspections or tests satisfactorily completed,and make good covering work at the Contractor's expense. 2.3.5 The Consultant may order any portion or portions of the Work to be examined to confirm that such work is in accordance with the requirements of the Contract Documents. If the work is not in accordance with the requirements of the Contract Documents, the Contractor shall correct the work and pay the cost of examination and correction. If the work is in accordance with the requirements of the Contract Documents,the Owner shall pay the cost of examination and restoration. 2.3.6 The Contractor shall pay the cost of making any test or inspection, including the cost of samples required for such test or inspection,if such test or inspection is designated in the Contract Documents to be performed by the Contractor or is designated by the laws or ordinances applicable to the Place of the Work. 2.3.7 The Contractor shall pay the cost of samples required for any test or inspection to be performed by the Consultant or the Owner if such test or inspection is designated in the Contract Documents. GC 2.4 DEFECTIVE WORK 2.4.1 The Contractor shall promptly correct defective work that has been rejected by the Consultant as failing to conform to the Contract Documents whether or not the defective work has been incorporated in the Work and whether or not the defect is the result of poor workmanship, use of defective products or damage through carelessness or other act or omission of the Contractor. 2.4.2 The Contractor shall make good promptly other contractors' work destroyed or damaged by such corrections at the Contractor's expense. 2.4.3 If in the opinion of the Consultant it is not expedient to correct defective work or work not performed as provided in the Contract Documents, the Owner may deduct from the amount otherwise due to the Contractor the difference in value between the work as performed and that called for by the Contract Documents. If the Owner and the Contractor do not agree on the difference in value,they shall refer the matter to the Consultant for a determination. CCDC 2—2008 File 007213 10 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. PART 3 EXECUTION OF THE WORK GC 3.1 CONTROL OF THE WORK 3.1.1 The Contractor shall have total control of the Work and shall effectively direct and supervise the Work so as to ensure conformity with the Contract Documents. 3.1.2 The Contractor shall be solely responsible for construction means, methods, techniques, sequences, and procedures and for co-ordinating the various parts of the Work under the Contract. GC 3.2 CONSTRUCTION BY OWNER OR OTHER CONTRACTORS 3.2.1 The Owner reserves the right to award separate contracts in connection with other parts of the Project to other contractors and to perform work with own forces. 3.2.2 When separate contracts are awarded for other parts of the Project, or when work is performed by the Owner's own forces, the Owner shall: 1 provide for the co-ordination of the activities and work of other contractors and Owner's own forces with the Work of the Contract; .2 assume overall responsibility for compliance with the applicable health and construction safety legislation at the Place of the Work; .3 enter into separate contracts with other contractors under conditions of contract which are compatible with the conditions of the Contract; .4 ensure that insurance coverage is provided to the same requirements as are called for in GC 11.1 -INSURANCE and co- ordinate such insurance with the insurance coverage of the Contractor as it affects the Work,and .5 take all reasonable precautions to avoid labour disputes or other disputes on the Project arising from the work of other contractors or the Owner's own forces. 3.2.3 When separate contracts are awarded for other parts of the Project, or when work is performed by the Owner's own forces, the Contractor shall: .I afford the Owner and other contractors reasonable opportunity to store their products and execute their work; .2 cooperate with other contractors and the Owner in reviewing their construction schedules;and .3 promptly report to the Consultant in writing any apparent deficiencies in the work of other contractors or of the Owner's own forces, where such work affects the proper execution of any portion of the Work, prior to proceeding with that portion of the Work. 3.2.4 Where the Contract Documents identify work to be performed by other contractors or the Owner's own forces, the Contractor shall co-ordinate and schedule the Work with the work of other contractors and the Owner's own forces as specified in the Contract Documents. 3.2.5 Where a change in the Work is required as a result of the co-ordination and integration of the work of other contractors or Owner's own forces with the Work,the changes shall be authorized and valued as provided in GC 6.1 —OWNER'S RIGHT TO MAKE CHANGES,GC 6.2-CHANGE ORDER and GC 6.3-CHANGE DIRECTIVE. 3.2.6 Disputes and other matters in question between the Contractor and other contractors shall be dealt with as provided in Part 8 of the General Conditions - DISPUTE RESOLUTION provided the other contractors have reciprocal obligations. The Contractor shall be deemed to have consented to arbitration of any dispute with any other contractor whose contract with the Owner contains a similar agreement to arbitrate. GC 3.3 TEMPORARY WORK 3.3.1 The Contractor shall have the sole responsibility for the design,erection,operation,maintenance,and removal of Temporary Work. 3.3.2 The Contractor shall engage and pay for registered professional engineering personnel skilled in the appropriate disciplines to perform those functions referred to in paragraph 3.3.1 where required by law or by the Contract Documents and in all cases where such Temporary Work is of such a nature that professional engineering skill is required to produce safe and satisfactory results. CCDC 2—2008 File 007213 11 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 3.3.3 Notwithstanding the provisions of GC 3.1 - CONTROL OF THE WORK, paragraphs 3.3.1 and 3.3.2 or provisions to the contrary elsewhere in the Contract Documents where such Contract Documents include designs for Temporary Work or specify a method of construction in whole or in part, such designs or methods of construction shall be considered to be part of the design of the Work and the Contractor shall not be held responsible for that part of the design or the specified method of construction. The Contractor shall, however, be responsible for the execution of such design or specified method of construction in the same manner as for the execution of the Work. GC 3.4 DOCUMENT REVIEW 3.4.1 The Contractor shall review the Contract Documents and shall report promptly to the Consultant any error,inconsistency or omission the Contractor may discover. Such review by the Contractor shall be to the best of the Contractor's knowledge, information and belief and in making such review the Contractor does not assume any responsibility to the Owner or the Consultant for the accuracy of the review. The Contractor shall not be liable for damage or costs resulting from such errors, inconsistencies or omissions in the Contract Documents, which the Contractor did not discover. If the Contractor does discover any error, inconsistency or omission in the Contract Documents, the Contractor shall not proceed with the work affected until the Contractor has received corrected or missing information from the Consultant. GC 3.5 CONSTRUCTION SCHEDULE 3.5.1 The Contractor shall: 1 prepare and submit to the Owner and the Consultant prior to the first application for payment, a construction schedule that indicates the timing of the major activities of the Work and provides sufficient detail of the critical events and their inter-relationship to demonstrate the Work will be performed in conformity with the Contract Time; .2 monitor the progress of the Work relative to the construction schedule and update the schedule on a monthly basis or as stipulated by the Contract Documents;and .3 advise the Consultant of any revisions required to the schedule as the result of extensions of the Contract Time as provided in Part 6 of the General Conditions-CHANGES IN THE WORK. GC 3.6 SUPERVISION 3.6.1 The Contractor shall provide all necessary supervision and appoint a competent representative who shall be in attendance at the Place of the Work while work is being performed. The appointed representative shall not be changed except for valid reason. 3.6.2 The appointed representative shall represent the Contractor at the Place of the Work. Information and instructions provided by the Consultant to the Contractor's appointed representative shall be deemed to have been received by the Contractor, except with respect to Article A-6 of the Agreement—RECEIPT OF AND ADDRESSES FOR NOTICES IN WRITING. GC 3.7 SUBCONTRACTORS AND SUPPLIERS 3.7.1 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to work to be performed under subcontract,and shall: 1 enter into contracts or written agreements with Subcontractors and Suppliers to require them to perform their work as provided in the Contract Documents; .2 incorporate the terms and conditions of the Contract Documents into all contracts or written agreements with Subcontractors and Suppliers;and .3 be as fully responsible to the Owner for acts and omissions of Subcontractors, Suppliers and of persons directly or indirectly employed by them as for acts and omissions of persons directly employed by the Contractor. 3.7.2 The Contractor shall indicate in writing,if requested by the Owner,those Subcontractors or Suppliers whose bids have been received by the Contractor which the Contractor would be prepared to accept for the performance of a portion of the Work. Should the Owner not object before signing the Contract,the Contractor shall employ those Subcontractors or Suppliers so identified by the Contractor in writing for the performance of that portion of the Work to which their bid applies. 3.7.3 The Owner may,for reasonable cause,at any time before the Owner has signed the Contract,object to the use of a proposed Subcontractor or Supplier and require the Contractor to employ one of the other subcontract bidders. 3.7.4 If the Owner requires the Contractor to change a proposed Subcontractor or Supplier,the Contract Price and Contract Time shall be adjusted by the differences occasioned by such required change. CCDC 2—2008 File 007213 12 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 3.7.5 The Contractor shall not be required to employ as a Subcontractor or Supplier,a person or firm to which the Contractor may reasonably object. 3.7.6 The Owner, through the Consultant, may provide to a Subcontractor or Supplier information as to the percentage of the Subcontractor's or Supplier's work which has been certified for payment. GC 3.8 LABOUR AND PRODUCTS 3.8.1 The Contractor shall provide and pay for labour, Products, tools, Construction Equipment, water, heat, light, power, transportation,and other facilities and services necessary for the performance of the Work in accordance with the Contract. 3.8.2 Unless otherwise specified in the Contract Documents, Products provided shall be new. Products which are not specified shall be of a quality consistent with those specified and their use acceptable to the Consultant. 3.8.3 The Contractor shall maintain good order and discipline among the Contractor's employees engaged on the Work and shall not employ on the Work anyone not skilled in the tasks assigned. GC 3.9 DOCUMENTS AT THE SITE 3.9.1 The Contractor shall keep one copy of current Contract Documents,submittals,reports,and records of meetings at the Place of the Work,in good order and available to the Owner and the Consultant. GC 3.10 SHOP DRAWINGS 3.10.1 The Contractor shall provide Shop Drawings as required in the Contract Documents. 3.10.2 The Contractor shall provide Shop Drawings to the Consultant to review in orderly sequence and sufficiently in advance so as to cause no delay in the Work or in the work of other contractors. 3.10.3 Upon request of the Contractor or the Consultant, they shall jointly prepare a schedule of the dates for provision, review and return of Shop Drawings. 3.10.4 The Contractor shall provide Shop Drawings in the form specified,or if not specified,as directed by the Consultant. 3.10.5 Shop Drawings provided by the Contractor to the Consultant shall indicate by stamp, date and signature of the person responsible for the review that the Contractor has reviewed each one of them. 3.10.6 The Consultants review is for conformity to the design concept and for general arrangement only. 3.10.7 Shop Drawings which require approval of any legally constituted authority having jurisdiction shall be provided to such authority by the Contractor for approval. 3.10.8 The Contractor shall review all Shop Drawings before providing them to the Consultant. The Contractor represents by this review that: 1 the Contractor has determined and verified all applicable field measurements, field construction conditions, Product requirements,catalogue numbers and similar data,or will do so,and .2 the Contractor has checked and co-ordinated each Shop Drawing with the requirements of the Work and of the Contract Documents. 3.10.9 At the time of providing Shop Drawings,the Contractor shall expressly advise the Consultant in writing of any deviations in a Shop Drawing from the requirements of the Contract Documents. The Consultant shall indicate the acceptance or rejection of such deviation expressly in writing. 3.10.10 The Consultant's review shall not relieve the Contractor of responsibility for errors or omissions in the Shop Drawings or for meeting all requirements of the Contract Documents. 3.10.11 The Contractor shall provide revised Shop Drawings to correct those which the Consultant rejects as inconsistent with the Contract Documents, unless otherwise directed by the Consultant. The Contractor shall notify the Consultant in writing of any revisions to the Shop Drawings other than those requested by the Consultant. 3.10.12 The Consultant will review and return Shop Drawings in accordance with the schedule agreed upon, or, in the absence of such schedule,with reasonable promptness so as to cause no delay in the performance of the Work. CCDC 2—2008 File 007213 13 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 3.11 USE OF THE WORK 3.11.1 The Contractor shall confine Construction Equipment, Temporary Work,storage of Products,waste products and debris,and operations of employees and Subcontractors to limits indicated by laws,ordinances,permits,or the Contract Documents and shall not unreasonably encumber the Place of the Work. 3.11.2 The Contractor shall not load or permit to be loaded any part of the Work with a weight or force that will endanger the safety of the Work. GC 3.12 CUTTING AND REMEDIAL WORK 3.12.1 The Contractor shall perform the cutting and remedial work required to make the affected parts of the Work come together properly. 3.12.2 The Contractor shall co-ordinate the Work to ensure that the cutting and remedial work is kept to a minimum. 3.12.3 Should the Owner, the Consultant, other contractors or anyone employed by them be responsible for ill-timed work necessitating cutting or remedial work to be performed,the cost of such cutting or remedial work shall be valued as provided in GC 6.1 —OWNER'S RIGHT TO MAKE CHANGES,GC 6.2-CHANGE ORDER and GC 6.3 -CHANGE DIRECTIVE. 3.12.4 Cutting and remedial work shall be performed by specialists familiar with the Products affected and shall be performed in a manner to neither damage nor endanger the Work. GC 3.13 CLEANUP 3.13.1 The Contractor shall maintain the Work in a safe and tidy condition and free from the accumulation of waste products and debris,other than that caused by the Owner,other contractors or their employees. 3.13.2 Before applying for Substantial Performance of the Work as provided in GC 5.4— SUBSTANTIAL PERFORMANCE OF THE WORK,the Contractor shall remove waste products and debris, other than that resulting from the work of the Owner, other contractors or their employees, and shall leave the Place of the Work clean and suitable for use or occupancy by the Owner. The Contractor shall remove products, tools, Construction Equipment, and Temporary Work not required for the performance of the remaining work. 3.13.3 Prior to application for the final payment, the Contractor shall remove any remaining products, tools, Construction Equipment, Temporary Work, and waste products and debris, other than those resulting from the work of the Owner, other contractors or their employees. PART 4 ALLOWANCES GC 4.1 CASH ALLOWANCES 4.1.1 The Contract Price includes the cash allowances, if any, stated in the Contract Documents. The scope of work or costs included in such cash allowances shall be as described in the Contract Documents. 4.1.2 The Contract Price,and not the cash allowances,includes the Contractor's overhead and profit in connection with such cash allowances. 4.1.3 Expenditures under cash allowances shall be authorized by the Owner through the Consultant. 4.1.4 Where the actual cost of the Work under any cash allowance exceeds the amount of the allowance, the Contractor shall be compensated for the excess incurred and substantiated plus an amount for overhead and profit on the excess as set out in the Contract Documents. Where the actual cost of the Work under any cash allowance is less than the amount of the allowance, the Owner shall be credited for the unexpended portion of the cash allowance, but not for the Contractor's overhead and profit on such amount. Multiple cash allowances shall not be combined for the purpose of calculating the foregoing. 4.1.5 The Contract Price shall be adjusted by Change Order to provide for any difference between the amount of each cash allowance and the actual cost of the work under that cash allowance. 4.1.6 The value of the work performed under a cash allowance is eligible to be included in progress payments. 4.1.7 The Contractor and the Consultant shall jointly prepare a schedule that shows when the Consultant and Owner must authorize ordering of items called for under cash allowances to avoid delaying the progress of the Work. CCDC 2—2008 File 007213 14 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 4.2 CONTINGENCY ALLOWANCE 4.2.1 The Contract Price includes the contingency allowance,if any,stated in the Contract Documents. 4.2.2 The contingency allowance includes the Contractor's overhead and profit in connection with such contingency allowance. 4.2.3 Expenditures under the contingency allowance shall be authorized and valued as provided in GC 6.1 —OWNER'S RIGHT TO MAKE CHANGES,GC 6.2-CHANGE ORDER and GC 6.3-CHANGE DIRECTIVE. 4.2.4 The Contract Price shall be adjusted by Change Order to provide for any difference between the expenditures authorized under paragraph 4.2.3 and the contingency allowance. PART 5 PAYMENT GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER 5.1.1 The Owner shall, at the request of the Contractor, before signing the Contract, and promptly from time to time thereafter, furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract. 5.1.2 The Owner shall give the Contractor Notice in Writing of any material change in the Owner's financial arrangements to fulfill the Owner's obligations under the Contract during the performance of the Contract. GC 5.2 APPLICATIONS FOR PROGRESS PAYMENT 5.2.1 Applications for payment on account as provided in Article A-5 of the Agreement-PAYMENT may be made monthly as the Work progresses. 5.2.2 Applications for payment shall be dated the last day of each payment period, which is the last day of the month or an alternative day of the month agreed in writing by the parties. 5.2.3 The amount claimed shall be for the value, proportionate to the amount of the Contract, of Work performed and Products delivered to the Place of the Work as of the last day of the payment period. 5.2.4 The Contractor shall submit to the Consultant, at least 15 calendar days before the first application for payment, a schedule of values for the parts of the Work, aggregating the total amount of the Contract Price, so as to facilitate evaluation of applications for payment. 5.2.5 The schedule of values shall be made out in such form and supported by such evidence as the Consultant may reasonably direct and when accepted by the Consultant,shall be used as the basis for applications for payment,unless it is found to be in error. 5.2.6 The Contractor shall include a statement based on the schedule of values with each application for payment. 5.2.7 Applications for payment for Products delivered to the Place of the Work but not yet incorporated into the Work shall be supported by such evidence as the Consultant may reasonably require to establish the value and delivery of the Products. GC 5.3 PROGRESS PAYMENT 5.3.1 After receipt by the Consultant of an application for payment submitted by the Contractor in accordance with GC 5.2 - APPLICATIONS FOR PROGRESS PAYMENT: .1 the Consultant will promptly inform the Owner of the date of receipt of the Contractor's application for payment, .2 the Consultant will issue to the Owner and copy to the Contractor,no later than 10 calendar days after the receipt of the application for payment, a certificate for payment in the amount applied for, or in such other amount as the Consultant determines to be properly due. If the Consultant amends the application, the Consultant will promptly advise the Contractor in writing giving reasons for the amendment, .3 the Owner shall make payment to the Contractor on account as provided in Article A-5 of the Agreement-PAYMENT on or before 20 calendar days after the later of- - receipt by the Consultant of the application for payment,or - the last day of the monthly payment period for which the application for payment is made. CCDC 2—2008 File 007213 15 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 5.4 SUBSTANTIAL PERFORMANCE OF THE WORK 5.4.1 When the Contractor considers that the Work is substantially performed, or if permitted by the lien legislation applicable to the Place of the Work a designated portion thereof which the Owner agrees to accept separately is substantially performed, the Contractor shall,within one Working Day,deliver to the Consultant and to the Owner a comprehensive list of items to be completed or corrected, together with a written application for a review by the Consultant to establish Substantial Performance of the Work or substantial performance of the designated portion of the Work. Failure to include an item on the list does not alter the responsibility of the Contractor to complete the Contract. 5.4.2 The Consultant will review the Work to verify the validity of the application and shall promptly, and in any event, no later than 20 calendar days after receipt of the Contractor's list and application: .1 advise the Contractor in writing that the Work or the designated portion of the Work is not substantially performed and give reasons why,or .2 state the date of Substantial Performance of the Work or a designated portion of the Work in a certificate and issue a copy of that certificate to each of the Owner and the Contractor. 5.4.3 Immediately following the issuance of the certificate of Substantial Performance of the Work,the Contractor,in consultation with the Consultant,shall establish a reasonable date for finishing the Work. GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK 5.5.1 After the issuance of the certificate of Substantial Performance of the Work,the Contractor shall: .1 submit an application for payment of the holdback amount, .2 submit CCDC 9A `Statutory Declaration' to state that all accounts for labour, subcontracts, Products, Construction Equipment, and other indebtedness which may have been incurred by the Contractor in the Substantial Performance of the Work and for which the Owner might in any way be held responsible have been paid in full, except for amounts properly retained as a holdback or as an identified amount in dispute. 5.5.2 After the receipt of an application for payment from the Contractor and the statement as provided in paragraph 5.5.1, the Consultant will issue a certificate for payment of the holdback amount. 5.5.3 Where the holdback amount required by the applicable lien legislation has not been placed in a separate holdback account, the Owner shall, 10 calendar days prior to the expiry of the holdback period stipulated in the lien legislation applicable to the Place of the Work,place the holdback amount in a bank account in the joint names of the Owner and the Contractor. 5.5.4 In the common law jurisdictions, the holdback amount authorized by the certificate for payment of the holdback amount is due and payable on the first calendar day following the expiration of the holdback period stipulated in the lien legislation applicable to the Place of the Work. Where lien legislation does not exist or apply, the holdback amount shall be due and payable in accordance with other legislation, industry practice or provisions which may be agreed to between the parties. The Owner may retain out of the holdback amount any sums required by law to satisfy any liens against the Work or, if permitted by the lien legislation applicable to the Place of the Work,other third party monetary claims against the Contractor which are enforceable against the Owner. 5.5.5 In the Province of Quebec,the holdback amount authorized by the certificate for payment of the holdback amount is due and payable 30 calendar days after the issuance of the certificate. The Owner may retain out of the holdback amount any sums required to satisfy any legal hypothecs that have been taken, or could be taken, against the Work or other third party monetary claims against the Contractor which are enforceable against the Owner. GC 5.6 PROGRESSIVE RELEASE OF HOLDBACK 5.6.1 In the common law jurisdictions, where legislation permits and where, upon application by the Contractor, the Consultant has certified that the work of a Subcontractor or Supplier has been performed prior to Substantial Performance of the Work, the Owner shall pay the Contractor the holdback amount retained for such subcontract work, or the Products supplied by such Supplier, on the first calendar day following the expiration of the holdback period for such work stipulated in the lien legislation applicable to the Place of the Work. The Owner may retain out of the holdback amount any sums required by law to satisfy any liens against the Work or, if permitted by the lien legislation applicable to the Place of the Work, other third party monetary claims against the Contractor which are enforceable against the Owner. CCDC 2—2008 File 007213 16 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 5.6.2 In the Province of Quebec, where, upon application by the Contractor, the Consultant has certified that the work of a Subcontractor or Supplier has been performed prior to Substantial Performance of the Work, the Owner shall pay the Contractor the holdback amount retained for such subcontract work,or the Products supplied by such Supplier,no later than 30 calendar days after such certification by the Consultant. The Owner may retain out of the holdback amount any sums required to satisfy any legal hypothecs that have been taken, or could be taken, against the Work or other third party monetary claims against the Contractor which are enforceable against the Owner. 5.6.3 Notwithstanding the provisions of the preceding paragraphs, and notwithstanding the wording of such certificates, the Contractor shall ensure that such subcontract work or Products are protected pending the issuance of a final certificate for payment and be responsible for the correction of defects or work not performed regardless of whether or not such was apparent when such certificates were issued. GC 5.7 FINAL PAYMENT 5.7.1 When the Contractor considers that the Work is completed,the Contractor shall submit an application for final payment. 5.7.2 The Consultant will,no later than 10 calendar days after the receipt of an application from the Contractor for final payment, review the Work to verify the validity of the application and advise the Contractor in writing that the application is valid or give reasons why it is not valid. 5.7.3 When the Consultant finds the Contractor's application for final payment valid, the Consultant will promptly issue a final certificate for payment. 5.7.4 Subject to the provision of paragraph 10.4.1 of GC 10.4 - WORKERS' COMPENSATION, and any lien legislation applicable to the Place of the Work,the Owner shall,no later than 5 calendar days after the issuance of a final certificate for payment,pay the Contractor as provided in Article A-5 of the Agreement-PAYMENT. GC 5.8 WITHHOLDING OF PAYMENT 5.8.1 If because of climatic or other conditions reasonably beyond the control of the Contractor, there are items of work that cannot be performed,payment in full for that portion of the Work which has been performed as certified by the Consultant shall not be withheld or delayed by the Owner on account thereof,but the Owner may withhold,until the remaining portion of the Work is finished, only such an amount that the Consultant determines is sufficient and reasonable to cover the cost of performing such remaining work. GC 5.9 NON-CONFORMING WORK 5.9.1 No payment by the Owner under the Contract nor partial or entire use or occupancy of the Work by the Owner shall constitute an acceptance of any portion of the Work or Products which are not in accordance with the requirements of the Contract Documents. PART 6 CHANGES IN THE WORK GC 6.1 OWNER'S RIGHT TO MAKE CHANGES 6.1.1 The Owner,through the Consultant,without invalidating the Contract,may make: .1 changes in the Work consisting of additions, deletions or other revisions to the Work by Change Order or Change Directive,and .2 changes to the Contract Time for the Work,or any part thereof,by Change Order. 6.1.2 The Contractor shall not perform a change in the Work without a Change Order or a Change Directive. GC 6.2 CHANGE ORDER 6.2.1 When a change in the Work is proposed or required,the Consultant will provide the Contractor with a written description of the proposed change in the Work. The Contractor shall promptly present, in a form acceptable to the Consultant, a method of adjustment or an amount of adjustment for the Contract Price,if any,and the adjustment in the Contract Time,if any, for the proposed change in the Work. 6.2.2 When the Owner and Contractor agree to the adjustments in the Contract Price and Contract Time or to the method to be used to determine the adjustments, such agreement shall be effective immediately and shall be recorded in a Change Order. The value of the work performed as the result of a Change Order shall be included in the application for progress payment. CCDC 2—2008 File 007213 17 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 6.3 CHANGE DIRECTIVE 6.3.1 If the Owner requires the Contractor to proceed with a change in the Work prior to the Owner and the Contractor agreeing upon the corresponding adjustment in Contract Price and Contract Time, the Owner, through the Consultant, shall issue a Change Directive. 6.3.2 A Change Directive shall only be used to direct a change in the Work which is within the general scope of the Contract Documents. 6.3.3 A Change Directive shall not be used to direct a change in the Contract Time only. 6.3.4 Upon receipt of a Change Directive,the Contractor shall proceed promptly with the change in the Work. 6.3.5 For the purpose of valuing Change Directives, changes in the Work that are not substitutions or otherwise related to each other shall not be grouped together in the same Change Directive. 6.3.6 The adjustment in the Contract Price for a change carried out by way of a Change Directive shall be determined on the basis of the cost of the Contractor's actual expenditures and savings attributable to the Change Directive, valued in accordance with paragraph 6.3.7 and as follows: 1 If the change results in a net increase in the Contractor's cost,the Contract Price shall be increased by the amount of the net increase in the Contractor's cost,plus the Contractor's percentage fee on such net increase. .2 If the change results in a net decrease in the Contractor's cost,the Contract Price shall be decreased by the amount of the net decrease in the Contractor's cost,without adjustment for the Contractor's percentage fee. .3 The Contractor's fee shall be as specified in the Contract Documents or as otherwise agreed by the parties. 6.3.7 The cost of performing the work attributable to the Change Directive shall be limited to the actual cost of the following: 1 salaries, wages and benefits paid to personnel in the direct employ of the Contractor under a salary or wage schedule agreed upon by the Owner and the Contractor, or in the absence of such a schedule, actual salaries,wages and benefits paid under applicable bargaining agreement, and in the absence of a salary or wage schedule and bargaining agreement, actual salaries,wages and benefits paid by the Contractor,for personnel (1) stationed at the Contractor's field office,in whatever capacity employed; (2) engaged in expediting the production or transportation of material or equipment,at shops or on the road; (3) engaged in the preparation or review of Shop Drawings,fabrication drawings,and coordination drawings;or (4) engaged in the processing of changes in the Work. .2 contributions, assessments or taxes incurred for such items as employment insurance, provincial or territorial health insurance,workers' compensation, and Canada or Quebec Pension Plan, insofar as such cost is based on wages, salaries or other remuneration paid to employees of the Contractor and included in the cost of the Work as provided in paragraph 6.3.7.1; .3 travel and subsistence expenses of the Contractor's personnel described in paragraph 6.3.7.1; .4 all Products including cost of transportation thereof; .5 materials, supplies, Construction Equipment, Temporary Work, and hand tools not owned by the workers, including transportation and maintenance thereof,which are consumed in the performance of the Work,and cost less salvage value on such items used but not consumed,which remain the property of the Contractor; .6 all tools and Construction Equipment,exclusive of hand tools used in the performance of the Work,whether rented from or provided by the Contractor or others, including installation, minor repairs and replacements, dismantling, removal, transportation,and delivery cost thereof; .7 all equipment and services required for the Contractor's field office; .8 deposits lost; .9 the amounts of all subcontracts; .10 quality assurance such as independent inspection and testing services; .11 charges levied by authorities having jurisdiction at the Place of the Work, .12 royalties,patent licence fees and damages for infringement of patents and cost of defending suits therefor subject always to the Contractor's obligations to indemnify the Owner as provided in paragraph 10.3.1 of GC 10.3 -PATENT FEES; .13 any adjustment in premiums for all bonds and insurance which the Contractor is required,by the Contract Documents, to purchase and maintain; .14 any adjustment in taxes,other than Value Added Taxes,and duties for which the Contractor is liable; .15 charges for long distance telephone and facsimile communications, courier services, expressage, and petty cash items incurred in relation to the performance of the Work; .16 removal and disposal of waste products and debris;and .17 safety measures and requirements. CCDC 2—2008 File 007213 18 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 6.3.8 Notwithstanding any other provisions contained in the General Conditions of the Contract, it is the intention of the parties that the cost of any item under any cost element referred to in paragraph 6.3.7 shall cover and include any and all costs or liabilities attributable to the Change Directive other than those which are the result of or occasioned by any failure on the part of the Contractor to exercise reasonable care and diligence in the Contractor's attention to the Work. Any cost due to failure on the part of the Contractor to exercise reasonable care and diligence in the Contractor's attention to the Work shall be borne by the Contractor. 6.3.9 The Contractor shall keep full and detailed accounts and records necessary for the documentation of the cost of performing the Work attributable to the Change Directive and shall provide the Consultant with copies thereof when requested. 6.3.10 For the purpose of valuing Change Directives, the Owner shall be afforded reasonable access to all of the Contractor's pertinent documents related to the cost of performing the Work attributable to the Change Directive. 6.3.11 Pending determination of the final amount of a Change Directive,the undisputed value of the Work performed as the result of a Change Directive is eligible to be included in progress payments. 6.3.12 If the Owner and the Contractor do not agree on the proposed adjustment in the Contract Time attributable to the change in the Work,or the method of determining it,the adjustment shall be referred to the Consultant for determination. 6.3.13 When the Owner and the Contractor reach agreement on the adjustment to the Contract Price and to the Contract Time,this agreement shall be recorded in a Change Order. GC 6.4 CONCEALED OR UNKNOWN CONDITIONS 6.4.1 If the Owner or the Contractor discover conditions at the Place of the Work which are: 1 subsurface or otherwise concealed physical conditions which existed before the commencement of the Work which differ materially from those indicated in the Contract Documents;or .2 physical conditions, other than conditions due to weather, that are of a nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then the observing party shall give Notice in Writing to the other party of such conditions before they are disturbed and in no event later than 5 Working Days after first observance of the conditions. 6.4.2 The Consultant will promptly investigate such conditions and make a finding. If the finding is that the conditions differ materially and this would cause an increase or decrease in the Contractor's cost or time to perform the Work,the Consultant, with the Owner's approval, will issue appropriate instructions for a change in the Work as provided in GC 6.2 - CHANGE ORDER or GC 6.3 -CHANGE DIRECTIVE. 6.4.3 If the Consultant finds that the conditions at the Place of the Work are not materially different or that no change in the Contract Price or the Contract Time is justified,the Consultant will report the reasons for this finding to the Owner and the Contractor in writing. 6.4.4 If such concealed or unknown conditions relate to toxic and hazardous substances and materials,artifacts and fossils,or mould, the parties will be governed by the provisions of GC 9.2 - TOXIC AND HAZARDOUS SUBSTANCES, GC 9.3 - ARTIFACTS AND FOSSILS and GC 9.5—MOULD. GC 6.5 DELAYS 6.5.1 If the Contractor is delayed in the performance of the Work by an action or omission of the Owner, Consultant or anyone employed or engaged by them directly or indirectly,contrary to the provisions of the Contract Documents,then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay. 6.5.2 If the Contractor is delayed in the performance of the Work by a stop work order issued by a court or other public authority and providing that such order was not issued as the result of an act or fault of the Contractor or any person employed or engaged by the Contractor directly or indirectly, then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay. CCDC 2—2008 File 007213 19 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 6.5.3 If the Contractor is delayed in the performance of the Work by: 1 labour disputes, strikes, lock-outs (including lock-outs decreed or recommended for its members by a recognized contractors'association,of which the Contractor is a member or to which the Contractor is otherwise bound), .2 fire,unusual delay by common carriers or unavoidable casualties, .3 abnormally adverse weather conditions,or .4 any cause beyond the Contractor's control other than one resulting from a default or breach of Contract by the Contractor, then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The extension of time shall not be less than the time lost as the result of the event causing the delay,unless the Contractor agrees to a shorter extension. The Contractor shall not be entitled to payment for costs incurred by such delays unless such delays result from actions by the Owner, Consultant or anyone employed or engaged by them directly or indirectly. 6.5.4 No extension shall be made for delay unless Notice in Writing of the cause of delay is given to the Consultant not later than 10 Working Days after the commencement of the delay. In the case of a continuing cause of delay only one Notice in Writing shall be necessary. 6.5.5 If no schedule is made under paragraph 2.2.13 of GC 2.2 -ROLE OF THE CONSULTANT, then no request for extension shall be made because of failure of the Consultant to furnish instructions until 10 Working Days after demand for such instructions has been made. GC 6.6 CLAIMS FOR A CHANGE IN CONTRACT PRICE 6.6.1 If the Contractor intends to make a claim for an increase to the Contract Price, or if the Owner intends to make a claim against the Contractor for a credit to the Contract Price,the party that intends to make the claim shall give timely Notice in Writing of intent to claim to the other party and to the Consultant. 6.6.2 Upon commencement of the event or series of events giving rise to a claim,the party intending to make the claim shall: .1 take all reasonable measures to mitigate any loss or expense which may be incurred as a result of such event or series of events,and .2 keep such records as may be necessary to support the claim. 6.6.3 The party making the claim shall submit within a reasonable time to the Consultant a detailed account of the amount claimed and the grounds upon which the claim is based. 6.6.4 Where the event or series of events giving rise to the claim has a continuing effect, the detailed account submitted under paragraph 6.6.3 shall be considered to be an interim account and the party making the claim shall, at such intervals as the Consultant may reasonably require, submit further interim accounts giving the accumulated amount of the claim and any further grounds upon which it is based. The party making the claim shall submit a final account after the end of the effects resulting from the event or series of events. 6.6.5 The Consultant's findings, with respect to a claim made by either party, will be given by Notice in Writing to both parties within 30 Working Days after receipt of the claim by the Consultant, or within such other time period as may be agreed by the parties. 6.6.6 If such finding is not acceptable to either party,the claim shall be settled in accordance with Part 8 of the General Conditions -DISPUTE RESOLUTION. PART 7 DEFAULT NOTICE GC 7.1 OWNER'S RIGHT TO PERFORM THE WORK,TERMINATE THE CONTRACTOR'S RIGHT TO CONTINUE WITH THE WORK OR TERMINATE THE CONTRACT 7.1.1 If the Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the Contractor's insolvency, or if a receiver is appointed because of the Contractor's insolvency, the Owner may, without prejudice to any other right or remedy the Owner may have, terminate the Contractor's right to continue with the Work,by giving the Contractor or receiver or trustee in bankruptcy Notice in Writing to that effect. 7.1.2 If the Contractor neglects to prosecute the Work properly or otherwise fails to comply with the requirements of the Contract to a substantial degree and if the Consultant has given a written statement to the Owner and Contractor that sufficient cause exists to justify such action, the Owner may, without prejudice to any other right or remedy the Owner may have, give the Contractor Notice in Writing that the Contractor is in default of the Contractor's contractual obligations and instruct the Contractor to correct the default in the 5 Working Days immediately following the receipt of such Notice in Writing. CCDC 2—2008 File 007213 20 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to bean accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 7.1.3 If the default cannot be corrected in the 5 Working Days specified or in such other time period as may be subsequently agreed in writing by the parties,the Contractor shall be in compliance with the Owner's instructions if the Contractor: .1 commences the correction of the default within the specified time,and .2 provides the Owner with an acceptable schedule for such correction,and .3 corrects the default in accordance with the Contract terms and with such schedule. 7.1.4 If the Contractor fails to correct the default in the time specified or in such other time period as may be subsequently agreed in writing by the parties,without prejudice to any other right or remedy the Owner may have,the Owner may: .1 correct such default and deduct the cost thereof from any payment then or thereafter due the Contractor provided the Consultant has certified such cost to the Owner and the Contractor,or .2 terminate the Contractor's right to continue with the Work in whole or in part or terminate the Contract. 7.1.5 If the Owner terminates the Contractor's right to continue with the Work as provided in paragraphs 7.1.1 and 7.1.4, the Owner shall be entitled to: 1 take possession of the Work and Products at the Place of the Work; subject to the rights of third parties, utilize the Construction Equipment at the Place of the Work; finish the Work by whatever method the Owner may consider expedient,but without undue delay or expense,and .2 withhold further payment to the Contractor until a final certificate for payment is issued,and .3 charge the Contractor the amount by which the full cost of finishing the Work as certified by the Consultant, including compensation to the Consultant for the Consultant's additional services and a reasonable allowance as determined by the Consultant to cover the cost of corrections to work performed by the Contractor that may be required under GC 12.3 - WARRANTY,exceeds the unpaid balance of the Contract Price;however,if such cost of finishing the Work is less than the unpaid balance of the Contract Price,the Owner shall pay the Contractor the difference,and .4 on expiry of the warranty period, charge the Contractor the amount by which the cost of corrections to the Contractor's work under GC 12.3 - WARRANTY exceeds the allowance provided for such corrections, or if the cost of such corrections is less than the allowance,pay the Contractor the difference. 7.1.6 The Contractor's obligation under the Contract as to quality, correction and warranty of the work performed by the Contractor up to the time of termination shall continue after such termination of the Contract. GC 7.2 CONTRACTOR'S RIGHT TO SUSPEND THE WORK OR TERMINATE THE CONTRACT 7.2.1 If the Owner is adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the Owner's insolvency, or if a receiver is appointed because of the Owner's insolvency, the Contractor may, without prejudice to any other right or remedy the Contractor may have, terminate the Contract by giving the Owner or receiver or trustee in bankruptcy Notice in Writing to that effect. 7.2.2 If the Work is suspended or otherwise delayed for a period of 20 Working Days or more under an order of a court or other public authority and providing that such order was not issued as the result of an act or fault of the Contractor or of anyone directly or indirectly employed or engaged by the Contractor, the Contractor may, without prejudice to any other right or remedy the Contractor may have,terminate the Contract by giving the Owner Notice in Writing to that effect. 7.2.3 The Contractor may give Notice in Writing to the Owner,with a copy to the Consultant,that the Owner is in default of the Owner's contractual obligations if: 1 the Owner fails to furnish,when so requested by the Contractor,reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract,or .2 the Consultant fails to issue a certificate as provided in GC 5.3 -PROGRESS PAYMENT,or .3 the Owner fails to pay the Contractor when due the amounts certified by the Consultant or awarded by arbitration or court,or .4 the Owner violates the requirements of the Contract to a substantial degree and the Consultant, except for GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER, confirms by written statement to the Contractor that sufficient cause exists. 7.2.4 The Contractor's Notice in Writing to the Owner provided under paragraph 7.2.3 shall advise that if the default is not corrected within 5 Working Days following the receipt of the Notice in Writing,the Contractor may,without prejudice to any other right or remedy the Contractor may have,suspend the Work or terminate the Contract. 7.2.5 If the Contractor terminates the Contract under the conditions set out above, the Contractor shall be entitled to be paid for all work performed including reasonable profit, for loss sustained upon Products and Construction Equipment, and such other damages as the Contractor may have sustained as a result of the termination of the Contract. CCDC 2—2008 File 007213 21 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. PART 8 DISPUTE RESOLUTION GC 8.1 AUTHORITY OF THE CONSULTANT 8.1.1 Differences between the parties to the Contract as to the interpretation, application or administration of the Contract or any failure to agree where agreement between the parties is called for,herein collectively called disputes,which are not resolved in the first instance by findings of the Consultant as provided in GC 2.2 -ROLE OF THE CONSULTANT, shall be settled in accordance with the requirements of Part 8 of the General Conditions-DISPUTE RESOLUTION. 8.1.2 If a dispute arises under the Contract in respect of a matter in which the Consultant has no authority under the Contract to make a finding, the procedures set out in paragraph 8.1.3 and paragraphs 8.2.3 to 8.2.8 of GC 8.2 - NEGOTIATION, MEDIATION AND ARBITRATION, and in GC 8.3 -RETENTION OF RIGHTS apply to that dispute with the necessary changes to detail as may be required. 8.1.3 If a dispute is not resolved promptly, the Consultant will give such instructions as in the Consultant's opinion are necessary for the proper performance of the Work and to prevent delays pending settlement of the dispute. The parties shall act immediately according to such instructions, it being understood that by so doing neither party will jeopardize any claim the party may have. If it is subsequently determined that such instructions were in error or at variance with the Contract Documents,the Owner shall pay the Contractor costs incurred by the Contractor in carrying out such instructions which the Contractor was required to do beyond what the Contract Documents correctly understood and interpreted would have required,including costs resulting from interruption of the Work. GC 8.2 NEGOTIATION,MEDIATION AND ARBITRATION 8.2.1 In accordance with the Rules for Mediation of Construction Disputes as provided in CCDC 40 in effect at the time of bid closing,the parties shall appoint a Project Mediator .1 within 20 Working Days after the Contract was awarded,or .2 if the parties neglected to make an appointment within the 20 Working Days,within 10 Working Days after either party by Notice in Writing requests that the Project Mediator be appointed. 8.2.2 A party shall be conclusively deemed to have accepted a finding of the Consultant under GC 2.2 - ROLE OF THE CONSULTANT and to have expressly waived and released the other party from any claims in respect of the particular matter dealt with in that finding unless, within 15 Working Days after receipt of that finding, the party sends a Notice in Writing of dispute to the other party and to the Consultant, which contains the particulars of the matter in dispute and the relevant provisions of the Contract Documents. The responding party shall send a Notice in Writing of reply to the dispute within 10 Working Days after receipt of such Notice in Writing setting out particulars of this response and any relevant provisions of the Contract Documents. 8.2.3 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and agree to provide, without prejudice,frank,candid and timely disclosure of relevant facts,information and documents to facilitate these negotiations. 8.2.4 After a period of 10 Working Days following receipt of a responding parry's Notice in Writing of reply under paragraph 8.2.2, the parties shall request the Project Mediator to assist the parties to reach agreement on any unresolved dispute. The mediated negotiations shall be conducted in accordance with the Rules for Mediation of Construction Disputes as provided in CCDC 40 in effect at the time of bid closing. 8.2.5 If the dispute has not been resolved within 10 Working Days after the Project Mediator was requested under paragraph 8.2.4 or within such further period agreed by the parties,the Project Mediator shall terminate the mediated negotiations by giving Notice in Writing to the Owner,the Contractor and the Consultant. 8.2.6 By giving a Notice in Writing to the other parry and the Consultant, not later than 10 Working Days after the date of termination of the mediated negotiations under paragraph 8.2.5, either party may refer the dispute to be finally resolved by arbitration under the Rules for Arbitration of Construction Disputes as provided in CCDC 40 in effect at the time of bid closing. The arbitration shall be conducted in the jurisdiction of the Place of the Work. 8.2.7 On expiration of the 10 Working Days,the arbitration agreement under paragraph 8.2.6 is not binding on the parties and,if a Notice in Writing is not given under paragraph 8.2.6 within the required time,the parties may refer the unresolved dispute to the courts or to any other form of dispute resolution,including arbitration,which they have agreed to use. CCDC 2—2008 File 007213 22 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 8.2.8 If neither party,by Notice in Writing,given within 10 Working Days of the date of Notice in Writing requesting arbitration in paragraph 8.2.6, requires that a dispute be arbitrated immediately, all disputes referred to arbitration as provided in paragraph 8.2.6 shall be 1 held in abeyance until (1) Substantial Performance of the Work, (2) the Contract has been terminated,or (3) the Contractor has abandoned the Work, whichever is earlier;and .2 consolidated into a single arbitration under the rules governing the arbitration under paragraph 8.2.6. GC 8.3 RETENTION OF RIGHTS 8.3.1 It is agreed that no act by either party shall be construed as a renunciation or waiver of any rights or recourses,provided the party has given the Notice in Writing required under Part 8 of the General Conditions - DISPUTE RESOLUTION and has carried out the instructions as provided in paragraph 8.1.3 of GC 8.1—AUTHORITY OF THE CONSULTANT. 8.3.2 Nothing in Part 8 of the General Conditions-DISPUTE RESOLUTION shall be construed in any way to limit a party from asserting any statutory right to a lien under applicable lien legislation of the jurisdiction of the Place of the Work and the assertion of such right by initiating judicial proceedings is not to be construed as a waiver of any right that party may have under paragraph 8.2.6 of GC 8.2—NEGOTIATION,MEDIATION AND ARBITRATION to proceed by way of arbitration to adjudicate the merits of the claim upon which such a lien is based. PART 9 PROTECTION OF PERSONS AND PROPERTY GC 9.1 PROTECTION OF WORK AND PROPERTY 9.1.1 The Contractor shall protect the Work and the Owner's property and property adjacent to the Place of the Work from damage which may arise as the result of the Contractor's operations under the Contract, and shall be responsible for such damage, except damage which occurs as the result of: .1 errors in the Contract Documents; .2 acts or omissions by the Owner,the Consultant,other contractors,their agents and employees. 9.1.2 Before commencing any work, the Contractor shall determine the location of all underground utilities and structures indicated in the Contract Documents or that are reasonably apparent in an inspection of the Place of the Work. 9.1.3 Should the Contractor in the performance of the Contract damage the Work,the Owner's property or property adjacent to the Place of the Work,the Contractor shall be responsible for making good such damage at the Contractor's expense. 9.1.4 Should damage occur to the Work or Owner's property for which the Contractor is not responsible, as provided in paragraph 9.1.1,the Contractor shall make good such damage to the Work and, if the Owner so directs,to the Owner's property. The Contract Price and Contract Time shall be adjusted as provided in GC 6.1 —OWNER'S RIGHT TO MAKE CHANGES,GC 6.2-CHANGE ORDER and GC 6.3-CHANGE DIRECTIVE. GC 9.2 TOXIC AND HAZARDOUS SUBSTANCES 9.2.1 For the purposes of applicable legislation related to toxic and hazardous substances, the Owner shall be deemed to have control and management of the Place of the Work with respect to existing conditions. 9.2.2 Prior to the Contractor commencing the Work,the Owner shall, .1 take all reasonable steps to determine whether any toxic or hazardous substances are present at the Place of the Work, and .2 provide the Consultant and the Contractor with a written list of any such substances that are known to exist and their locations. 9.2.3 The Owner shall take all reasonable steps to ensure that no person's exposure to any toxic or hazardous substances exceeds the time weighted levels prescribed by applicable legislation at the Place of the Work and that no property is damaged or destroyed as a result of exposure to, or the presence of, toxic or hazardous substances which were at the Place of the Work prior to the Contractor commencing the Work. 9.2.4 Unless the Contract expressly provides otherwise, the Owner shall be responsible for taking all necessary steps, in accordance with applicable legislation in force at the Place of the Work, to dispose of, store or otherwise render harmless toxic or hazardous substances which were present at the Place of the Work prior to the Contractor commencing the Work. CCDC 2—2008 File 007213 23 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 9.2.5 If the Contractor .1 encounters toxic or hazardous substances at the Place of the Work,or .2 has reasonable grounds to believe that toxic or hazardous substances are present at the Place of the Work, which were not brought to the Place of the Work by the Contractor or anyone for whom the Contractor is responsible and which were not disclosed by the Owner or which were disclosed but have not been dealt with as required under paragraph 9.2.4,the Contractor shall .3 take all reasonable steps, including stopping the Work, to ensure that no person's exposure to any toxic or hazardous substances exceeds any applicable time weighted levels prescribed by applicable legislation at the Place of the Work, and .4 immediately report the circumstances to the Consultant and the Owner in writing. 9.2.6 If the Owner and Contractor do not agree on the existence, significance of, or whether the toxic or hazardous substances were brought onto the Place of the Work by the Contractor or anyone for whom the Contractor is responsible,the Owner shall retain and pay for an independent qualified expert to investigate and determine such matters. The expert's report shall be delivered to the Owner and the Contractor. 9.2.7 If the Owner and Contractor agree or if the expert referred to in paragraph 9.2.6 determines that the toxic or hazardous substances were not brought onto the place of the Work by the Contractor or anyone for whom the Contractor is responsible,the Owner shall promptly at the Owner's own expense: .1 take all steps as required under paragraph 9.2.4; .2 reimburse the Contractor for the costs of all steps taken pursuant to paragraph 9.2.5; .3 extend the Contract time for such reasonable time as the Consultant may recommend in consultation with the Contractor and the expert referred to in 9.2.6 and reimburse the Contractor for reasonable costs incurred as a result of the delay;and .4 indemnify the Contractor as required by GC 12.1 -INDEMNIFICATION. 9.2.8 If the Owner and Contractor agree or if the expert referred to in paragraph 9.2.6 determines that the toxic or hazardous substances were brought onto the place of the Work by the Contractor or anyone for whom the Contractor is responsible, the Contractor shall promptly at the Contractor's own expense: 1 take all necessary steps, in accordance with applicable legislation in force at the Place of the Work, to safely remove and dispose the toxic or hazardous substances; .2 make good any damage to the Work, the Owner's property or property adjacent to the place of the Work as provided in paragraph 9.1.3 of GC 9.1—PROTECTION OF WORK AND PROPERTY; .3 reimburse the Owner for reasonable costs incurred under paragraph 9.2.6;and .4 indemnify the Owner as required by GC 12.1 -INDEMNIFICATION. 9.2.9 If either party does not accept the expert's findings under paragraph 9.2.6,the disagreement shall be settled in accordance with Part 8 of the General Conditions - Dispute Resolution. If such disagreement is not resolved promptly, the parties shall act immediately in accordance with the expert's determination and take the steps required by paragraph 9.2.7 or 9.2.8 it being understood that by so doing,neither party will jeopardize any claim that party may have to be reimbursed as provided by GC 9.2 —TOXIC AND HAZARDOUS SUBSTANCES. GC 9.3 ARTIFACTS AND FOSSILS 9.3.1 Fossils,coins,articles of value or antiquity,structures and other remains or things of scientific or historic interest discovered at the Place or Work shall,as between the Owner and the Contractor,be deemed to be the absolute property of the Owner. 9.3.2 The Contractor shall take all reasonable precautions to prevent removal or damage to discoveries as identified in paragraph 9.3.1,and shall advise the Consultant upon discovery of such items. 9.3.3 The Consultant will investigate the impact on the Work of the discoveries identified in paragraph 9.3.1. If conditions are found that would cause an increase or decrease in the Contractor's cost or time to perform the Work,the Consultant,with the Owner's approval,will issue appropriate instructions for a change in the Work as provided in GC 6.2-CHANGE ORDER or GC 6.3 CHANGE DIRECTIVE. GC 9.4 CONSTRUCTION SAFETY 9.4.1 Subject to paragraph 3.2.2.2 of GC 3.2 - CONSTRUCTION BY OWNER OR OTHER CONTRACTORS, the Contractor shall be solely responsible for construction safety at the Place of the Work and for compliance with the rules,regulations and practices required by the applicable construction health and safety legislation and shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Work. CCDC 2—2008 File 007213 24 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to bean accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 9.5 MOULD 9.5.1 If the Contractor or Owner observes or reasonably suspects the presence of mould at the Place of the Work,the remediation of which is not expressly part of the Work, .1 the observing party shall promptly report the circumstances to the other party in writing,and .2 the Contractor shall promptly take all reasonable steps, including stopping the Work if necessary,to ensure that no person suffers injury,sickness or death and that no property is damaged as a result of exposure to or the presence of the mould,and .3 if the Owner and Contractor do not agree on the existence, significance or cause of the mould or as to what steps need be taken to deal with it,the Owner shall retain and pay for an independent qualified expert to investigate and determine such matters. The expert's report shall be delivered to the Owner and Contractor. 9.5.2 If the Owner and Contractor agree, or if the expert referred to in paragraph 9.5.1.3 determines that the presence of mould was caused by the Contractor's operations under the Contract,the Contractor shall promptly,at the Contractor's own expense: .1 take all reasonable and necessary steps to safely remediate or dispose of the mould,and .2 make good any damage to the Work, the Owner's property or property adjacent to the Place of the Work as provided in paragraph 9.1.3 of GC 9.1 -PROTECTION OF WORK AND PROPERTY,and .3 reimburse the Owner for reasonable costs incurred under paragraph 9.5.1.3,and .4 indemnify the Owner as required by GC 12.1 -INDEMNIFICATION. 9.5.3 If the Owner and Contractor agree, or if the expert referred to in paragraph 9.5.1.3 determines that the presence of mould was not caused by the Contractor's operations under the Contract,the Owner shall promptly,at the Owner's own expense: .1 take all reasonable and necessary steps to safely remediate or dispose of the mould,and .2 reimburse the Contractor for the cost of taking the steps under paragraph 9.5.1.2 and making good any damage to the Work as provided in paragraph 9.1.4 of GC 9.1 -PROTECTION OF WORK AND PROPERTY,and .3 extend the Contract Time for such reasonable time as the Consultant may recommend in consultation with the Contractor and the expert referred to in paragraph 9.5.1.3 and reimburse the Contractor for reasonable costs incurred as a result of the delay,and .4 indemnify the Contractor as required by GC 12.1 -INDEMNIFICATION. 9.5.4 If either party does not accept the expert's finding under paragraph 9.5.1.3,the disagreement shall be settled in accordance with Part 8 of the General Conditions-DISPUTE RESOLUTION. If such desagreement is not resolved promptly,the parties shall act immediately in accordance with the expert's determination and take the steps required by paragraphs 9.5.2 or 9.5.3,it being understood that by so doing neither party will jeopardize any claim the party may have to be reimbursed as provided by GC 9.5- MOULD. PART 10 GOVERNING REGULATIONS GC 10.1 TAXES AND DUTIES 10.1.1 The Contract Price shall include all taxes and customs duties in effect at the time of the bid closing except for Value Added Taxes payable by the Owner to the Contractor as stipulated in Article A-4 of the Agreement-CONTRACT PRICE. 10.1.2 Any increase or decrease in costs to the Contractor due to changes in such included taxes and duties after the time of the bid closing shall increase or decrease the Contract Price accordingly. GC 10.2 LAWS,NOTICES,PERMITS,AND FEES 10.2.1 The laws of the Place of the Work shall govern the Work. 10.2.2 The Owner shall obtain and pay for development approvals,building permit,permanent easements, rights of servitude, and all other necessary approvals and permits,except for the permits and fees referred to in paragraph 10.2.3 or for which the Contract Documents specify as the responsibility of the Contractor. 10.2.3 The Contractor shall be responsible for the procurement of permits, licences, inspections, and certificates,which are necessary for the performance of the Work and customarily obtained by contractors in the jurisdiction of the Place of the Work after the issuance of the building permit. The Contract Price includes the cost of these permits,licences,inspections,and certificates,and their procurement. 10.2.4 The Contractor shall give the required notices and comply with the laws, ordinances,rules, regulations, or codes which are or become in force during the performance of the Work and which relate to the Work,to the preservation of the public health,and to construction safety. CCDC 2—2008 File 007213 25 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 10.2.5 The Contractor shall not be responsible for verifying that the Contract Documents are in compliance with the applicable laws, ordinances, rules, regulations, or codes relating to the Work. If the Contract Documents are at variance therewith, or if, subsequent to the time of bid closing, changes are made to the applicable laws, ordinances, rules, regulations, or codes which require modification to the Contract Documents, the Contractor shall advise the Consultant in writing requesting direction immediately upon such variance or change becoming known. The Consultant will make the changes required to the Contract Documents as provided in GC 6.1 - OWNER'S RIGHT TO MAKE CHANGES, GC 6.2 - CHANGE ORDER and GC 6.3 - CHANGE DIRECTIVE. 10.2.6 If the Contractor fails to advise the Consultant in writing; and fails to obtain direction as required in paragraph 10.2.5; and performs work knowing it to be contrary to any laws, ordinances, rules, regulations, or codes; the Contractor shall be responsible for and shall correct the violations thereof; and shall bear the costs, expenses and damages attributable to the failure to comply with the provisions of such laws,ordinances,rules,regulations,or codes. 10.2.7 If, subsequent to the time of bid closing, changes are made to applicable laws, ordinances, rules, regulations, or codes of authorities having jurisdiction which affect the cost of the Work, either party may submit a claim in accordance with the requirements of GC 6.6—CLAIMS FOR A CHANGE IN CONTRACT PRICE. GC 10.3 PATENT FEES 10.3.1 The Contractor shall pay the royalties and patent licence fees required for the performance of the Contract. The Contractor shall hold the Owner harmless from and against claims, demands, losses, costs, damages, actions, suits, or proceedings arising out of the Contractor's performance of the Contract which are attributable to an infringement or an alleged infringement of a patent of invention by the Contractor or anyone for whose acts the Contractor may be liable. 10.3.2 The Owner shall hold the Contractor harmless against claims,demands,losses,costs,damages,actions,suits,or proceedings arising out of the Contractor's performance of the Contract which are attributable to an infringement or an alleged infringement of a patent of invention in executing anything for the purpose of the Contract, the model, plan or design of which was supplied to the Contractor as part of the Contract Documents. GC 10.4 WORKERS'COMPENSATION 10.4.1 Prior to commencing the Work, again with the Contractor's application for payment of the holdback amount following Substantial Performance of the Work and again with the Contractor's application for final payment, the Contractor shall provide evidence of compliance with workers' compensation legislation at the Place of the Work, including payments due thereunder. 10.4.2 At any time during the term of the Contract, when requested by the Owner, the Contractor shall provide such evidence of compliance by the Contractor and Subcontractors. PART 11 INSURANCE AND CONTRACT SECURITY GC 11.1 INSURANCE 11.1.1 Without restricting the generality of GC 12.1 - INDEMNIFICATION, the Contractor shall provide, maintain and pay for the following insurance coverages,the minimum requirements of which are specified in CCDC 41—CCDC Insurance Requirements in effect at the time of bid closing except as hereinafter provided: 1 General liability insurance in the name of the Contractor and include, or in the case of a single, blanket policy, be endorsed to name,the Owner and the Consultant as insureds but only with respect to liability, other than legal liability arising out of their sole negligence, arising out of the operations of the Contractor with regard to the Work. General liability insurance shall be maintained from the date of commencement of the Work until one year from the date of Substantial Performance of the Work. Liability coverage shall be provided for completed operations hazards from the date of Substantial Performance of the Work, as set out in the certificate of Substantial Performance of the Work, on an ongoing basis for a period of 6 years following Substantial Performance of the Work. .2 Automobile Liability Insurance from the date of commencement of the Work until one year after the date of Substantial Performance of the Work. .3 Aircraft or Watercraft Liability Insurance when owned or non-owned aircraft or watercraft are used directly or indirectly in the performance of the Work .4 "Broad form"property insurance in the joint names of the Contractor,the Owner and the Consultant. The policy shall include as insureds all Subcontractors. The "Broad form" property insurance shall be provided from the date of commencement of the Work until the earliest of. (1) 10 calendar days after the date of Substantial Performance of the Work, CCDC 2—2008 File 007213 26 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. (2) on the commencement of use or occupancy of any part or section of the Work unless such use or occupancy is for construction purposes, habitational, office, banking, convenience store under 465 square metres in area, or parking purposes,or for the installation,testing and commissioning of equipment forming part of the Work; (3) when left unattended for more than 30 consecutive calendar days or when construction activity has ceased for more than 30 consecutive calendar days. .5 Boiler and machinery insurance in the joint names of the Contractor, the Owner and the Consultant. The policy shall include as insureds all Subcontractors. The coverage shall be maintained continuously from commencement of use or operation of the boiler and machinery objects insured by the policy and until 10 calendar days after the date of Substantial Performance of the Work. .6 The "Broad form" property and boiler and machinery policies shall provide that, in the case of a loss or damage, payment shall be made to the Owner and the Contractor as their respective interests may appear. In the event of loss or damage: (1) the Contractor shall act on behalf of the Owner for the purpose of adjusting the amount of such loss or damage payment with the insurers. When the extent of the loss or damage is determined, the Contractor shall proceed to restore the Work. Loss or damage shall not affect the rights and obligations of either party under the Contract except that the Contractor shall be entitled to such reasonable extension of Contract Time relative to the extent of the loss or damage as the Consultant may recommend in consultation with the Contractor; (2) the Contractor shall be entitled to receive from the Owner, in addition to the amount due under the Contract, the amount which the Owner's interest in restoration of the Work has been appraised, such amount to be paid as the restoration of the Work proceeds in accordance with the progress payment provisions. In addition the Contractor shall be entitled to receive from the payments made by the insurer the amount of the Contractor's interest in the restoration of the Work;and (3) to the Work arising from the work of the Owner,the Owner's own forces or another contractor, the Owner shall, in accordance with the Owner's obligations under the provisions relating to construction by Owner or other contractors, pay the Contractor the cost of restoring the Work as the restoration of the Work proceeds and as in accordance with the progress payment provisions. .7 Contractors' Equipment Insurance from the date of commencement of the Work until one year after the date of Substantial Performance of the Work. 11.1.2 Prior to commencement of the Work and upon the placement, renewal, amendment, or extension of all or any part of the insurance,the Contractor shall promptly provide the Owner with confirmation of coverage and,if required,a certified true copy of the policies certified by an authorized representative of the insurer together with copies of any amending endorsements applicable to the Work. 11.1.3 The parties shall pay their share of the deductible amounts in direct proportion to their responsibility in regards to any loss for which the above policies are required to pay,except where such amounts may be excluded by the terms of the Contract. 11.1.4 If the Contractor fails to provide or maintain insurance as required by the Contract Documents,then the Owner shall have the right to provide and maintain such insurance and give evidence to the Contractor and the Consultant. The Contractor shall pay the cost thereof to the Owner on demand or the Owner may deduct the cost from the amount which is due or may become due to the Contractor. 11.1.5 All required insurance policies shall be with insurers licensed to underwrite insurance in the jurisdiction of the Place of the Work. 11.1.6 If a revised version of CCDC 41 — INSURANCE REQUIREMENTS is published, which specifies reduced insurance requirements,the parties shall address such reduction,prior to the Contractor's insurance policy becoming due for renewal,and record any agreement in a Change Order. 11.1.7 If a revised version of CCDC 41 — INSURANCE REQUIREMENTS is published, which specifies increased insurance requirements,the Owner may request the increased coverage from the Contractor by way of a Change Order. 11.1.8 A Change Directive shall not be used to direct a change in the insurance requirements in response to the revision of CCDC 41— INSURANCE REQUIREMENTS. GC 11.2 CONTRACT SECURITY 11.2.1 The Contractor shall,prior to commencement of the Work or within the specified time,provide to the Owner any Contract security specified in the Contract Documents. CCDC 2—2008 File 007213 27 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 11.2.2 If the Contract Documents require surety bonds to be provided, such bonds shall be issued by a duly licensed surety company authorized to transact the business of suretyship in the province or territory of the Place of the Work and shall be maintained in good standing until the fulfillment of the Contract. The form of such bonds shall be in accordance with the latest edition of the CCDC approved bond forms. PART 12 INDEMNIFICATION,WAIVER OF CLAIMS AND WARRANTY GC 12.1 INDEMNIFICATION 12.1.1 Without restricting the parties' obligation to indemnify as described in paragraphs 12.1.4 and 12.1.5, the Owner and the Contractor shall each indemnify and hold harmless the other from and against all claims, demands, losses, costs, damages, actions, suits,or proceedings whether in respect to losses suffered by them or in respect to claims by third parties that arise out of,or are attributable in any respect to their involvement as parties to this Contract,provided such claims are: 1 caused by: (1) the negligent acts or omissions of the party from whom indemnification is sought or anyone for whose acts or omissions that party is liable,or (2) a failure of the party to the Contract from whom indemnification is sought to fulfill its terms or conditions;and .2 made by Notice in Writing within a period of 6 years from the date of Substantial Performance of the Work as set out in the certificate of Substantial Performance of the Work issued pursuant to paragraph 5.4.2.2 of GC 5.4 — SUBSTANTIAL PERFORMANCE OF THE WORK or within such shorter period as may be prescribed by any limitation statute of the province or territory of the Place of the Work. The parties expressly waive the right to indemnity for claims other than those provided for in this Contract. 12.1.2 The obligation of either party to indemnify asset forth in paragraph 12.1.1 shall be limited as follows: .1 In respect to losses suffered by the Owner and the Contractor for which insurance is to be provided by either party pursuant to GC 11.1 —INSURANCE,the general liability insurance limit for one occurrence as referred to in CCDC 41 in effect at the time of bid closing. .2 In respect to losses suffered by the Owner and the Contractor for which insurance is not required to be provided by either party in accordance with GC 11.1 — INSURANCE, the greater of the Contract Price as recorded in Article A-4 — CONTRACT PRICE or$2,000,000,but in no event shall the sum be greater than$20,000,000. .3 In respect to claims by third parties for direct loss resulting from bodily injury,sickness,disease or death,or to injury to or destruction of tangible property,the obligation to indemnify is without limit. In respect to all other claims for indemnity as a result of claims advanced by third parties,the limits of indemnity set forth in paragraphs 12.1.2.1 and 12.1.2.2 shall apply. 12.1.3 The obligation of either party to indemnify the other as set forth in paragraphs 12.1.1 and 12.1.2 shall be inclusive of interest and all legal costs. 12.1.4 The Owner and the Contractor shall indemnify and hold harmless the other from and against all claims, demands,losses,costs, damages, actions, suits, or proceedings arising out of their obligations described in GC 9.2 — TOXIC AND HAZARDOUS SUBSTANCES. 12.1.5 The Owner shall indemnify and hold harmless the Contractor from and against all claims, demands, losses, costs, damages, actions,suits,or proceedings: .1 as described in paragraph 10.3.2 of GC 10.3—PATENT FEES,and .2 arising out of the Contractor's performance of the Contract which are attributable to a lack of or defect in title or an alleged lack of or defect in title to the Place of the Work. 12.1.6 In respect to any claim for indemnity or to be held harmless by the Owner or the Contractor: 1 Notice in Writing of such claim shall be given within a reasonable time after the facts upon which such claim is based became known; .2 should any party be required as a result of its obligation to indemnify another to pay or satisfy a final order,judgment or award made against the party entitled by this contract to be indemnified,then the indemnifying party upon assuming all liability for any costs that might result shall have the right to appeal in the name of the party against whom such final order or judgment has been made until such rights of appeal have been exhausted. CCDC 2—2008 File 007213 28 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to bean accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. GC 12.2 WAIVER OF CLAIMS 12.2.1 Subject to any lien legislation applicable to the Place of the Work, as of the fifth calendar day before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work,the Contractor waives and releases the Owner from all claims which the Contractor has or reasonably ought to have knowledge of that could be advanced by the Contractor against the Owner arising from the Contractor's involvement in the Work, including,without limitation, those arising from negligence or breach of contract in respect to which the cause of action is based upon acts or omissions which occurred prior to or on the date of Substantial Performance of the Work,except as follows: 1 claims arising prior to or on the date of Substantial Performance of the Work for which Notice in Writing of claim has been received by the Owner from the Contractor no later than the sixth calendar day before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work, .2 indemnification for claims advanced against the Contractor by third parties for which a right of indemnification may be asserted by the Contractor against the Owner pursuant to the provisions of this Contract; .3 claims for which a right of indemnity could be asserted by the Contractor pursuant to the provisions of paragraphs 12.1.4 or 12.1.5 of GC 12.1—INDEMNIFICATION;and .4 claims resulting from acts or omissions which occur after the date of Substantial Performance of the Work. 12.2.2 The Contractor waives and releases the Owner from all claims referenced in paragraph 12.2.1.4 except for those referred in paragraphs 12.2.1.2 and 12.2.1.3 and claims for which Notice in Writing of claim has been received by the Owner from the Contractor within 395 calendar days following the date of Substantial Performance of the Work. 12.2.3 Subject to any lien legislation applicable to the Place of the Work, as of the fifth calendar day before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work,the Owner waives and releases the Contractor from all claims which the Owner has or reasonably ought to have knowledge of that could be advanced by the Owner against the Contractor arising from the Owner's involvement in the Work, including, without limitation, those arising from negligence or breach of contract in respect to which the cause of action is based upon acts or omissions which occurred prior to or on the date of Substantial Performance of the Work,except as follows: .1 claims arising prior to or on the date of Substantial Performance of the Work for which Notice in Writing of claim has been received by the Contractor from the Owner no later than the sixth calendar day before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work, .2 indemnification for claims advanced against the Owner by third parties for which a right of indemnification may be asserted by the Owner against the Contractor pursuant to the provisions of this Contract; .3 claims for which a right of indemnity could be asserted by the Owner against the Contractor pursuant to the provisions of paragraph 12.1.4 of GC 12.1 -INDEMNIFICATION; .4 damages arising from the Contractor's actions which result in substantial defects or deficiencies in the Work. "Substantial defects or deficiencies"mean those defects or deficiencies in the Work which affect the Work to such an extent or in such a manner that a significant part or the whole of the Work is unfit for the purpose intended by the Contract Documents; .5 claims arising pursuant to GC 12.3-WARRANTY;and .6 claims arising from acts or omissions which occur after the date of Substantial Performance of the Work. 12.2.4 The Owner waives and releases the Contractor from all claims referred to in paragraph 12.2.3.4 except claims for which Notice in Writing of claim has been received by the Contractor from the Owner within a period of six years from the date of Substantial Performance of the Work should any limitation statute of the Province or Territory of the Place of the Work permit such agreement. If the applicable limitation statute does not permit such agreement,within such shorter period as may be prescribed by: .1 any limitation statute of the Province or Territory of the Place of the Work,or .2 if the Place of the Work is the Province of Quebec,then Article 2118 of the Civil Code of Quebec. 12.2.5 The Owner waives and releases the Contractor from all claims referenced in paragraph 12.2.3.6 except for those referred in paragraph 12.2.3.2, 12.2.3.3 and those arising under GC 12.3—WARRANTY and claims for which Notice in Writing has been received by the Contractor from the Owner within 395 calendar days following the date of Substantial Performance of the Work. 12.2.6 "Notice in Writing of claim"as provided for in GC 12.2—WAIVER OF CLAIMS to preserve a claim or right of action which would otherwise,by the provisions of GC 12.2—WAIVER OF CLAIMS,be deemed to be waived,must include the following: .1 a clear and unequivocal statement of the intention to claim; .2 a statement as to the nature of the claim and the grounds upon which the claim is based;and .3 a statement of the estimated quantum of the claim. 12.2.7 The party giving "Notice in Writing of claim" as provided for in GC 12.2 — WAIVER OF CLAIMS shall submit within a reasonable time a detailed account of the amount claimed. CCDC 2—2008 File 007213 29 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to bean accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. 12.2.8 Where the event or series of events giving rise to a claim made under paragraphs 12.2.1 or 12.2.3 has a continuing effect, the detailed account submitted under paragraph 12.2.7 shall be considered to be an interim account and the party making the claim shall submit further interim accounts, at reasonable intervals, giving the accumulated amount of the claim and any further grounds upon which it is based. The party making the claim shall submit a final account after the end of the effects resulting from the event or series of events. 12.2.9 If a Notice in Writing of claim pursuant to paragraph 12.2.1.1 is received on the seventh or sixth calendar day before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work,the period within which Notice in Writing of claim shall be received pursuant to paragraph 12.2.3.1 shall be extended to two calendar days before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work. 12.2.10 If a Notice in Writing of claim pursuant to paragraph 12.2.3.1 is received on the seventh or sixth calendar day before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work,the period within which Notice in Writing of claim shall be received pursuant to paragraphl2.2.1.1 shall be extended to two calendar days before the expiry of the lien period provided by the lien legislation applicable at the Place of the Work. GC 12.3 WARRANTY 12.3.1 Except for extended warranties as described in paragraph 12.3.6,the warranty period under the Contract is one year from the date of Substantial Performance of the Work. 12.3.2 The Contractor shall be responsible for the proper performance of the Work to the extent that the design and Contract Documents permit such performance. 12.3.3 The Owner, through the Consultant, shall promptly give the Contractor Notice in Writing of observed defects and deficiencies which occur during the one year warranty period. 12.3.4 Subject to paragraph 12.3.2,the Contractor shall correct promptly,at the Contractor's expense, defects or deficiencies in the Work which appear prior to and during the one year warranty period. 12.3.5 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of paragraph 12.3.4. 12.3.6 Any extended warranties required beyond the one year warranty period as described in paragraph 12.3.1, shall be as specified in the Contract Documents. Extended warranties shall be issued by the warrantor to the benefit of the Owner. The Contractor's responsibility with respect to extended warranties shall be limited to obtaining any such extended warranties from the warrantor. The obligations under such extended warranties are solely the responsibilities of the warrantor. CCDC 2—2008 File 007213 30 Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to bean accurate and unamended version of CCDC 2—2008 except to the extent that any alterations,additions or modifications are set forth in supplementary conditions. CCDC 75 Albert Street Suite 400 CANADIAN CONSTRUCTION rTEE Ottawa,Ont. K1P5E7 CANADIAN CONSTRUCTION DOCUMENTS COMMITTEE CANADIAN CONSTRUCTION DOCUMENTS COMMITTEE Tel: (613)236-9455 Fax: (613)236-9526 CCDC 41 info@ccdc.org CCDC INSURANCE REQUIREMENTS PUBLICATION DATE: JANUARY 21, 2008 1. General liability insurance shall be with limits of not less than $5,000,000 per occurrence, an aggregate limit of not less than $5,000,000 within any policy year with respect to completed operations, and a deductible not exceeding $5,000. The insurance coverage shall not be less than the insurance provided by IBC Form 2100 (including an extension for a standard provincial and territorial form of non-owned automobile liability policy) and IBC Form 2320. To achieve the desired limit, umbrella or excess liability insurance may be used. Subject to satisfactory proof of financial capability by the Contractor,the Owner may agree to increase the deductible amounts. 2. Automobile liability insurance in respect of vehicles that are required by law to be insured under a contract by a Motor Vehicle Liability Policy, shall have limits of not less than$5,000,000 inclusive per occurrence for bodily injury, death and damage to property, covering all vehicles owned or leased by the Contractor. Where the policy has been issued pursuant to a government-operated automobile insurance system, the Contractor shall provide the Owner with confirmation of automobile insurance coverage for all automobiles registered in the name of the Contractor. 3. Aircraft and watercraft liability insurance with respect to owned or non-owned aircraft and watercraft(if used directly or indirectly in the performance of the Work),including use of additional premises, shall have limits of not less than $5,000,000 inclusive per occurrence for bodily injury, death and damage to property including loss of use thereof and limits of not less than$5,000,000 for aircraft passenger hazard. Such insurance shall be in a form acceptable to the Owner. 4. "Broad form" property insurance shall have limits of not less than the sum of 1.1 times Contract Price and the full value, as stated in the Contract, of Products and design services that are specified to be provided by the Owner for incorporation into the Work, with a deductible not exceeding $5,000. The insurance coverage shall not be less than the insurance provided by IBC Forms 4042 and 4047 (excluding flood and earthquake) or their equivalent replacement. Subject to satisfactory Association proof of financial capability by the Contractor, the Owner may agree to increase the deductible of Canadian amounts. Engineering Companies 5. Boiler and machinery insurance shall have limits of not less than the replacement value of the permanent or temporary boilers and pressure vessels, and other insurable objects forming part of the Work. The insurance coverage shall not be less than the insurance provided by a comprehensive boiler and machinery policy. Canadian 6. "Broad form" contractors' equipment insurance coverage covering Construction Equipment used by Construction the Contractor for the performance of the Work,shall be in a form acceptable to the Owner and shall Association not allow subrogation claims by the insurer against the Owner. Subject to satisfactory proof of financial capability by the Contractor for self-insurance, the Owner may agree to waive the equipment insurance requirement. Construction 7. Standard Exclusions Specifications Canada 7.1 In addition to the broad form property exclusions identified in IBC forms 4042(1995), and 4047(2000),the Contractor is not required to provide the following insurance coverage: • Asbestos • Cyber Risk The Royal • Mould Architectural • Terrorism Institute of Canada www, [[d [ , Q r g Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 5 Section 00800 Amendments to and Supplementary General Conditions Part 1 General 1.1 GENERAL .1 All articles contained within these Supplementary General Conditions shall be read in conjunction with, and apply to, the General Conditions of the Construction Contract. Part 2 Products 2.1 DEFINITIONS .1 Delete definition No. 20 and replace with the following: Value Added Taxes means such sum as shall be levied by the Federal or any Provincial Government and includes the Goods and Services Tax, the Quebec Sales Tax and any similar tax, the payment or collection of which is by the legislation imposing such tax an obligation of the Contractor. 2.2 GC-1.1 CONTRACT DOCUMENTS .1 Amend Item 1.1.7 to include in order, (1) the Form of Tender and (2) all Addenda. The priority of these documents shall follow, "the Agreement between the Owner and the Contractor", and precede "the Definitions". 2.3 GC-3.10 SHOP DRAWINGS .1 Add the following new Item 3.10.13: Refer to Section 01000, General Requirements for additional submission requirements. 2.4 GC-4.1 CASH ALLOWANCES .1 Add new Item 4.1.8: The Testing Allowance, when included in the Contract is to cover the cost of inspection and testing work done by the independent inspection and testing company appointed by the Consultant, and does not cover labour costs, overhead, or profit of the Contractor for work such as sampling, transportation of samples, etc., done by the Contractor. Cash allowances for inspection and testing do not cover the cost of re-testing of materials required due to the failure to meet the requirements of the applicable specification or the testing costs associated with booking a test and not being prepared for said test. 2.5 GC-5.2 APPLICATIONS FOR PROGRESS PAYMENTS Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 5 .1 Delete 5.2.5 and replace with: The schedule of values shall be made out in such form as specified in the Contract and supported by such evidence as the Consultant may reasonably require. .2 Delete 5.2.6 and replace with: Application for payment shall be based on the schedule of values accepted by the Consultant and shall comply with the provisions of Payment Legislation. .3 Add the following new Item 5.2.8: Each application for payment shall include evidence of compliance with workers' compensation legislation at the Place of the Work and after the first payment, a declaration by the Contractor as to the distribution made of the amounts previously received using document CCDC 9A 'Statutory Declaration.' .4 Add the following new Item 5.2.9: No payment will be made on account of this Contract until all required certificates, clearances, etc., are in the possession of the Owner. 2.6 GC-5.3 PAYMENTS .1 Delete 5.3.1 and replace with: After receipt by the Consultant and the Owner of an application for payment submitted by the Contractor in accordance with GC 5.2 - APPLICATION FOR PAYMENT: .1 The Consultant will issue to the Owner and copy to the Contractor, no later than 10 calendar days after the receipt of the application for payment, a certificate for payment in the amount applied for, or in such other amount as the Consultant determines to be properly due. If the Consultant certifies a different amount, or rejects the application or part thereof, the Owner shall promptly issue a written notice to the Contractor giving reasons for the revision or rejection, such written notice to be in compliance with Payment Legislation. .2 The Owner shall make payment to the Contractor on account as provided in Article A-5 of the Agreement - PAYMENT on or before 28 calendar days after the receipt by the Owner and the Consultant of the application for payment, and in any event, in compliance with Payment Legislation. .2 The Contractor is to issue a proper invoice including all the requested backup on the 1 st of the month. If the 1 st falls on a weekend then the next weekday is acceptable. Once this is received the 10 calendar days will begin. 2.7 GC-6.2 CHANGE ORDER .1 Add the following new Item 6.2.3: When a change in the work is proposed or required as indicated in Item 6.2.1, the Contractor shall submit in addition to his itemized costs of labour and materials, not more than fifteen percent (15%) for the Contractors overhead and profit on the total of the above. The allowance for Contractor's overhead and profit shall include all site and office overhead, i.e., supervisory labour, insurance, hydro, water, office staff, etc. The Contractor shall include not more than ten percent (10%) of any subcontractor's total to cover the Contractor's overhead and profit. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 5 2.8 GC-10.1 TAXES AND DUTIES .1 Delete paragraph 10.1.1 and replace with: The Contract Price shall include all taxes and customs duties in effect at the time of the bid closing, including the Value Added Taxes payable by the Owner to the Contractor as stipulated in Article A-4 of The Agreement - CONTRACT PRICE. 2.9 GC-10.2 LAWS, NOTICES, PERMIT, AND FEES .1 Revise the following 10.2.2: The Owner shall obtain development approvals, building permit, permanent easements, right of servitude, and all other necessary approvals and permits, including the permits and fees referred to in paragraph 10.2.3. The Owner is responsible for paying for the development approvals and all required approvals included in 10.2.2. 2.10 GC-11.1INSURANCE .1 Indemnification, add the following insurance coverage: Contractor's Pollution Liability Insurance from the date of commencement of the Work until one year after the date of Ready-for takeover. 2.11 GC-11.2 CONTRACT SECURITY .1 Add the following new Item 11.2.3: If a Bid Bond is included with the Form of Tender, the successful bidder will be required to furnish a fifty percent (50%) Performance Bond and a fifty percent (50%) Labour and Materials Payment Bond. The cost of each to be paid for by the Contractor. 2.12 GC-12.3 WARRANTY .1 Add the following new Item 12.3.7: "The Contractor shall submit written warranty or guarantee certificates and extended warranty or guarantees for all work as required in the specifications. All warranties and guarantee certificates shall be included in the Maintenance manual required elsewhere in these Specifications. The guarantee shall be addressed to the Owner and state the following: .1 Date of Substantial or Total Performance as applicable to the warranty or guarantee period; .2 Name of Project to be same as indicated in the Contract; .3 Address of Project; .4 Terms and Conditions; .5 Warranty or Guarantee Period. .2 12.3.1. shall be revised to "Except for extended warranties as described in paragraph 12.3.6, the warranty period under the Contract is one year from the date when Ready-for-Takeover has been attained" replacing "one year from the date of Substantial Performance of the Work." .3 Add GC. 12.4 Ready-for-Takeover: .1 The prerequisites to attaining Ready-for-Takeover of the Work are limited to the following: Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 4 of 5 .1 The Consultant has certified or verified the Substantial Performance of the Work. .2 Evidence of compliance with the requirements for occupancy or occupancy permit as prescribed by the authorities having jurisdiction. .3 Final cleaning and waste removal at the time of applying for Ready-for-Takeover, as required by the Contract Documents. .4 The delivery to the Owner of such operations and maintenance documents reasonably necessary for immediate operation and maintenance, as required by the Contract Documents. .5 Make available a copy of the as-built drawings completed to date on site. .6 Startup, testing required for immediate occupancy, as required by the Contract Documents. .7 Ability to secure access to the Work has been provided to the Owner, if required by the Contract Documents. .8 Demonstration and training, as required by the Contract Documents, is scheduled by the Contractor acting reasonably. .2 If any prerequisites set forth in paragraphs 12.1.1.3 to 12.1.1.6 must be deferred because of conditions reasonably beyond the control of the Contractor, or by agreement between the Owner and the Contractor to do so, Ready-for-Takeover shall not be delayed. .3 When the Contractor considers that the Work is Ready-for-Takeover, the Contractor shall deliver to the Consultant and to the Owner a comprehensive list of items to be completed or corrected, together with a written application for Ready for Takeover review. Failure to include an item on the list does not alter the responsibility of the Contractor to complete the Contract. .4 The Consultant will review the Work to verify the validity of the application and will promptly, and in any event, no later than 10 calendar days after receipt of the Contractor's list and application: .1 advise the Contractor in writing that the Work is not Ready-for- Takeover and give reasons why, or .2 confirm the date of Ready-for-Takeover in writing to each of the Owner and the Contractor. .5 Immediately following the confirmation of the date of Ready-for-Takeover, the Contractor, in consultation with the Consultant, shall establish a reasonable date for finishing the Work. .6 The provision of GC 12.1 - READY-FOR-TAKEOVER shall be subject to GC 12.2 - EARLY OCCUPANCY BY THE OWNER. .4 Add GC. 12.5 Early Occupancy by the Owner: .1 The Owner may take occupancy of a part or the entirety of the Work before Ready-for-Takeover has been attained only as agreed by the Contractor which agreement shall not be unreasonably withheld. .2 The Owner shall not occupy a part or the entirety of the Work without prior approval by authorities having jurisdiction. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 5 of 5 .3 If the Owner takes occupancy of a part of the Work before Ready-for- Takeover has been attained: .1 The part of the Work which is occupied shall be deemed to have been taken over by the Owner as from the date on which it is occupied. .2 The Contractor shall cease to be liable for the care of such part as from this date, when responsibility shall pass to the Owner. .3 The warranty period specified in paragraph 12.3.1 of GC 12.3 WARRANTY for that part of the Work shall start from the date on which it is occupied. .4 If the Owner takes occupancy of the entirety of the Work before all the prerequisites are met as described in paragraph 12.1.1 of GC 12.1 - READY-FOR-TAKEOVER, the Work shall, subject to the requirements of the applicable lien legislation, be deemed to achieve Ready-for-Takeover. This shall not relieve the Contractor's responsibility to complete the Work in a timely manner. END OF SECTION 00800 Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 8 Section 00800 Amendments to and Supplementary General Conditions Part 1 General 1.1 GENERAL .1 Unless specified otherwise, the provisions of this Section shall apply to all Sections and Divisions of the Specifications. .2 Read "Part 1 - General" of all Sections to these specifications to determine the full extent of work required by your Section(s). .3 Study all Contract Documents to determine additional work required by your Section on which the work of other Sections depends. 1.2 SPECIFICATION FORMAT .1 These Specifications are not intended as a detailed description of installation methods but serve to indicate particular requirements in the completed work. .2 Conform to the Current Ontario Building Code together with all its related supplements, hereinafter referred to as the "Code". Where Drawings and/or Specifications exceed Code requirements, provide such additional requirements. .3 The Specifications are divided into Divisions and Sections for the convenience of the Contractor and the Consultant, and shall be interpreted as a whole. .4 Where the aforementioned Code or this Specification does not provide all information necessary for complete installation of an item, then the manufacturer's instruction for first quality workmanship shall be strictly complied with. .5 Where words in the Contract Documents occur in the singular number, they shall be taken as plural where applicable in accordance with the quantities required to satisfy the requirements of the Contract. 1.3 CO-ORDINATION .1 Allocate mobilization areas of site; for field offices and sheds, for stockpiling, access, traffic, and parking facilities. .2 During construction co-ordinate use of site and facilities through procedures for submittals, reports and records, schedules, co-ordination of drawings, recommendations, and resolution of ambiguities and conflicts. .3 Provide information required for preparation of co-ordination drawings. Review and approved revised drawings for submission to Consultant. .4 The responsibility as to which sub-trade provides required articles, labour, or materials to be built in or provided, rests solely with the Contractor. Extras will not be considered, based on grounds of difference in interpretation of Specifications and Drawings. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 8 1.4 EXAMINATION .1 Examine the work upon which your work depends. Report to the Consultant in writing any defects in such work. The application of your work or any part of it shall be deemed acceptance of the work upon which your work or that part of it which has been applied depends. .2 Drawings are, in part, diagrammatic and are intended to convey scope of work and indicate general and approximate location, arrangement and sizes of fixtures and equipment. Obtain more accurate information about locations, arrangements and sizes from study and co-operation of shop drawings, including Architectural, Structural, Mechanical, and Electrical Drawings and become familiar with conditions and spaces affecting these matters before proceeding with the work. Where job conditions require reasonable changes in indicated locations and arrangements, make changes at no additional cost to the Contract. Install and arrange fixtures and equipment in such a way as to conserve as much headroom and space as possible. 1.5 LINES, LEVELS AND DIMENSIONS .1 The Contractor shall, immediately upon entering the project site for purpose of beginning work, locate all general reference points and take such action as is necessary to prevent their destruction; lay out his own work and be responsible for all lines, elevations and measurements of buildings, grading, paving, utilities and other work executed by him under the Contract. Establish lines and levels, locate and layout, by instrumentation. The Contractor must exercise proper precaution to verify figures shown on the Drawings before laying out work and will be held responsible for any error resulting from his failure to exercise such precaution. 1.6 STANDARDS AND DEFINITIONS .1 Where a reference is made in the specifications to Standards produced by various organizations, conform to the latest edition of the standard, as amended and revised at date of Contract. 1.7 DOCUMENTS .1 The Contractor shall be responsible to see that all of his sub-contractors are fully informed in regard to the General Conditions, regulations, revisions, and addenda which may be issued. .2 No deviation from the Drawings and Specification shall be made in the execution of the work, without the written approval of the Consultant. 1.8 SHOP DRAWINGS .1 Refer to GC 3.10 of the Standard Construction Document, C.C.D.C. No. 2, 2008 for additional requirements. .2 Submit to Consultant submittals listed for review. Submit with reasonable promptness and in an orderly sequence so as to not cause delay in the work. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 8 .3 Work affected by submittal shall not proceed until review is complete. .4 Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connection, explanatory notes and other information necessary for completion of work. Indicate all work by others. .5 Review submittals prior to submission to Consultant. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and coordinated with requirements of the work and Contract Documents. .6 Verify field measurements and affected adjacent work are coordinated. The Consultant is not responsible for on site measurements. .7 Electronic submissions of shop drawings are to be emailed to the Consultant Project Manager. Only provide hard copies if requested. .8 Electronic submissions of product data sheets or brochures for requirements requested in specification Sections, and as the Consultant may reasonably request where shop drawings will not be prepared due to standardized manufacture of product. .9 Samples are to be provided in accordance with the specification section. The Consultant has the right to request samples even if not specified within specific sections to further clarify if required. 1.9 PROJECT MEETINGS .1 After the award of the Contract, and in consultation with the Consultant, the Contractor shall arrange job meetings at regular intervals, between all parties concerned, in order to ensure proper co-ordination of the Work. .2 The Contractor shall notify all parties concerned of the time and place of the meetings. .3 The Contractor shall record the minutes of such meetings, and shall promptly distribute the necessary copies of such minutes, within 3 days after such meetings, to all parties concerned. 1.10 CONSTRUCTION SCHEDULE .1 Refer to GC 3.5 of the Standard Construction Document, CCDC 2, 2008 for requirements. 1.11 MATERIALS AND INSTALLATION .1 Products, materials, equipment and articles (referred to as Products throughout specifications) incorporated in work shall be new, not damaged or defective, and of best quality (compatible with specifications) for purpose intended. If requested, furnish evidence as to type, source and quality of products provided. .2 Defective products will be rejected regardless of previous inspections. Inspection does not relieve responsibility, but is a precaution against oversight or error. Remove and replace defective products at own expense and be responsible for delays and expenses caused by rejection. .3 Should any dispute arise as to quality or fitness of products, decision rests strictly with Consultant based upon requirements of Contract Documents. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 4 of 8 .4 Improper installation or erection of products, due to failure in complying with these requirements, authorizes Consultant to require removal and re-installation at no increase in Contract Price. .5 Where a material is specified and work is to be done in accordance with the manufacturer's specifications, said specifications shall be as issued by the manufacturer(s) at the date of signing the Contract. The Contractor is to be responsible for making himself acquainted with these specifications, and they shall become a part of the Specifications for this work, with the same force as though printed in full in the Contract Specifications. .6 All materials must be shipped prepaid and consigned to the Contractor or sub- contractor. All materials shall be delivered to the building site at the Contractor's expense. The Contractor must be responsible for the transporting of all materials to and from the work. 1.12 CONCEALMENT OF PIPES, DUCTS, TUBING AND WIRING .1 Pipes, ducts, tubing and wiring shall be concealed in the floor, wall and ceiling construction of finished areas except where indicated otherwise. 1.13 TEMPORARY FACILITIES AND UTILITIES .1 The Contractor shall provide, install, maintain and locate, where directed and approved by the Owner, temporary facilities as described in this Section, for the work and for all trades except where specified otherwise, and remove them upon completion of the work. All temporary facilities shall be paid for by the Contractor. .2 Water Supply: provide a continuous supply of potable water for construction use. Arrange for connection with appropriate utility company and pay costs for installation, utility charges, maintenance and removal. .3 Temporary Power: provide and pay for temporary power required during construction used for temporary lighting and power tools. Arrange for connection with appropriate utility company and pay costs for installation, maintenance and removal. .4 Contractor's Office: provide and maintain as long as required, an approved temporary building for the Contractor's Office. This Office shall be provided with heat, power, light, and a table for the examination of drawings. Contractor to have a cellular phone on site to allow for communications with Consultant. .5 Temporary Toilets: provide where directed, for use of all persons on the job, adequate portable toilet facilities with weatherproof enclosures, all to the approval of the Department of Health, Municipal Regulations, and the Consultant. These facilities shall be removed and the site left in a neat, clean and sanitary condition upon completion of the work. .6 Heat, heating equipment, and shelter: Contractor shall provide and maintain, unless otherwise specified, heat and shelter to keep that work which requires protection from cold adequately warm and sheltered from elements, and allow it to be done safely and well. .7 Temporary heat: provide, operate and maintain temporary heating equipment as required until work is complete, unless specified to be provided by the particular Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 5 of 8 section requiring temporary heat. Temporary heaters shall be forced warm air type, operated in well ventilated locations and vented to exterior, or radiant panel type. If used in areas of the completed building, provide protection on floors and adjacent surfaces to prevent damage, particularly when refuelling. The Contractor is responsible for all fuel cost for temporary heat. .8 Permanent heating system: systems of the building may be used during construction, provided all warranties are still provided as of the date of Substantial Completion, proper servicing is maintained, extra precautions are taken to protect the system, the entire system is brought up to an "as new" condition at the time of completion, and all costs are borne by the Contractor. The maintenance program and agreement must be submitted to the Consultant and approval received before using the permanent heating system. .9 Hoist equipment: Provide a fully qualified hoist operator to operate hoist equipment. All trades to make their own financial arrangements with Contractor for use thereof. .10 Roads, walks, ramps, stairs (and other means of access as required): maintain temporary entrances to Building, including enclosed hoardings if deemed necessary by the Consultant. Bridge temporary excavation with materials and construction to safely support any load that could be imposed. Co-ordinate access to existing building with Owner. .11 Dewatering trenches and building from damage by rainwater, ground water, backing up of drains or sewers, and other water, frost and other weather conditions. Provide sheeting, piling, shoring, pumps, equipment, temporary drainage and enclosures required for this protection. Provide necessary pumps including spare pump for keeping project free of water throughout construction period. Pump water to existing sewers by adequate means. 1.14 SCAFFOLDING .1 Erect scaffolding independent of walls. Use it in such a manner as to interfere as little as possible with other trades. When not in use, it shall be movable to permit installation of other work. Construct and maintain scaffolding in a rigid, secure, and safe manner. Remove it promptly when no longer required. 1.15 CUTTING AND PATCHING .1 Execute cutting, fitting, and patching, including excavation and fill, to complete the work. .2 Remove and replace defective and non-conforming work. .3 Restore work with new products in accordance with requirements of Contract Documents. .4 Provide openings in non-structural elements for work for penetrations of mechanical and electrical work. .5 Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing. .6 Employ original installer to perform cutting and patching for exposed to view materials. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 6 of 8 .7 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed with masonry materials without prior approval. .8 Refinish surfaces to match adjacent finishes: For continuous surfaces refinish to nearest intersection; for an assembly, refinish entire unit. 1.16 PROTECTION .1 Take reasonable and required measures, including those required by authorities having jurisdiction, to protect public and private property from damage. Make full restitution for such harm and damage resulting from failure to take adequate protective measures. Make good damage resulting from failure to take adequate protective measures. Make good damage from whatever cause. Comply with requirements of Construction Safety Act, latest issue. .2 Provide safety helmets for Consultant, Owner and any other authorized visitors to the site if required. .3 Provide guard rails, barriers, and pavement protection as required for protection of public and private property, and as required by law and by authorities having jurisdiction. Erect sturdy railings around shafts, stairwells, and the like to protect workmen and public from injury. Alter, remove and relocate or replace as required, hoardings, barriers, and entrances therein as required by authorities having jurisdiction, and by the Work. .4 Provide and maintain guard lights at barricades, railings, obstructions, in streets, roads or sidewalks and at trenches or pits adjacent to public walks or roads. .5 Take all necessary precautions to guard site, premises, materials and the public at times other than when supervised work is in progress. .6 Provide and maintain in working order, suitable, Underwriter's labelled fire extinguishers and locate in prominent positions, to the approval of authorities having jurisdiction. .7 Completely protect all trees existing on adjacent properties except where specified otherwise, indicated otherwise on the Drawings, or instructed otherwise by the Consultant. Protect roots during excavation and grading so that they receive the minimum possible disturbance and damage. .8 During the progress of the Work, the Contractor shall be held responsible for full and complete protection of all portions of the building and their contents. Any damage caused by failure of the performance of these requirements must be made good by the Contractor at his own expense to the entire satisfaction of the Owner and the Consultant. 1.17 SIGNS AND ADVERTISEMENTS .1 No signs or advertisements of any description, other than notices regarding safety, cautions, and instructions, shall be put around the building or site without the approval of the Consultant. 1.18 FINAL INSPECTION .1 Contractor's Inspection: the Contractor and all sub-contractors shall conduct an inspection of the work, identify deficiencies and defects; repair as required. Notify Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 7 of 8 the Consultant in writing of satisfactory completion of the Contractor's Inspection and that corrections have been made. Request a Consultant's Review. Provide a written copy of the Contractor's deficiency report with the request for the Consultant's Review. .2 Consultant's Review; the Consultants together with the Owner and the Contractor will perform a review of the work to identify obvious defects or deficiencies. The Contractor shall correct work accordingly. .3 Declaration of Substantial Performance: when the consultants consider deficiencies and effects have been corrected and it appears requirements of the Contract have been substantially performed, make application for Certificate of Substantial Performance. Refer to General Conditions Article GC 5.4 for specifics to application. 1.19 MAINTENANCE MANUALS .1 Maintenance Manuals shall be submitted to the Consultant prior to the issuance by the Consultant of the Substantial Performance Certificate. .2 Maintenance Manuals shall be submitted to the Consultant in electronic and hard copy format; one hard copy in matching 3-ring binders and 2 USB's and they shall contain the following documents: .1 Printed or type-written copies of maintenance procedures where indicated in the specifications. .2 All require warranty and guarantee certificates .3 As-Recorded drawings as required elsewhere in this Section .4 Inspection and Verification Certificates .3 Each binder shall also contain a complete list of contents and a complete list of subcontractors used for this project and shall include phone numbers, addresses and contact personnel. Each section shall be properly partitioned. .4 Refer to Division 15 and Division 16 for additional requirements of maintenance manuals. Required maintenance data is to be included in the manuals noted above. 1.20 AS-RECORDED DOCUMENTS .1 After award of Contract, Consultant will provide a set of drawings for purpose of maintaining record drawings. Accurately and neatly record deviations from Contract Documents caused by side conditions and changes ordered by Consultant. .2 Record locations and as-built elevations of all new exterior underground utilities and services incorporated into the work. .3 Record locations of concealed components of mechanical and electrical services. .4 Identify drawings as "Project Record Copy". Maintain in new condition and make available for inspection on site by Consultant. .5 On completion of work and prior to the issuance by the Consultant of the Substantial Performance Certificate, submit record documents to Consultant in electronic format and hard copy. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00800 Port Burwell Marine Museum Amendments to and Supplementary General Conditions 18 Pitt Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 8 of 8 1.21 FINAL CLEANING .1 Refer to GC 3.13 of the Standard Construction Document, C.C.D.C. No. 2, 2008. .2 Prior to Substantial Performance, remove surplus products, tools, construction machinery and equipment not required for the performance of the remaining work. .3 Remove waste materials and debris from the site at regularly scheduled times or dispose of as directed by the Consultant. Do not burn waste materials on site, unless approved by the Consultant. .4 Leave the work "broom clean" before the inspection process commences. .5 Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, mechanical and electrical fixtures. Replace broken, scratched or disfigured glass. .6 Remove stains, spots, marks and dirt from decorative work, electrical and mechanical fixtures, furniture fitments, walls, carpet and all flooring materials, etc. .7 Vacuum clean and dust building interiors, behind grilles, louvres and screens, and light fixtures. .8 Wax, seal or prepare floor finishes, as recommended by the manufacturer. Co- ordinate final application of wax and sealers with Owner's maintenance staff. Supply listing of products and instructions. .9 Final cleaning requirements beyond the "broom clean" requirement noted in this sub-section is to be performed by the General Contractor's cleaning contractor. All co-ordination and charges shall be the responsibility of the General Contractor. The complete building shall be cleaned to highest standard, to allow the Owner to occupy the building without further cleaning by Owner's staff. END OF SECTION 01000 Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 SCOPE OF WORK SCOPE OF WORK rp FEX - - - - - — - - � EXISTING EXTERIOR LIGHT EXISTING IN, \ FIXTURE TO REMAIN. DISPLAY / AREA / \ \ 11101 I EMERGENCY BATTERY UNIT / \ 'EB.1' TO BE STANPRO ❑ SL16272N2LED120-347WHITE I I (QUICK SHIP) c/w 2-3.2W EXISTING LED HEADS. CONNECT TO I I EE I COVERED I EE I LIGHTING CIRCUIT. EXISTING I ENTRY I P P I ISSUED FOR PERMIT 24.04.05 1 I ENTRY 1 w 1 w I I PROVIDE NEW 120V CIRCUIT 1 w I 1 w EXISTING 11 I I FOR WASHROOM AND ISSUED FOR PERMIT & TENDER 25.03.15 0 / EXISTING RUNNING MAN I ENTRY I I GENERAL RECEPTACLES / E< I COMBINATION EXIT SIGN (TYPICAL) AND EMGENCYLIGHTNGETO REMAIN. I F D� I PROVIDE A CALL FOR ISSUED FOR PRELIM. REVIEW 24.02.23 A 111 I EXISTING SUSPENDED NEW UNIVERSAL/ I I ASSISTANCE KIT, CHUBB/ MALE WAS EB.1 EDWARDS #65380NT-G5 OR MUSEUM LIGHTING TO I I EQUAL COMPLETE WITH PUSH revisions date n0. REMAIN (TYPICAL) 105 I Do _ _ _ _ Hs I SWITCHES, HORN/STROBES 1 ❑ I I (x2) AND TRANSFORMER. ALL EXISTING ELECTRICAL I I I I BA I CONTRACTORS MUST CHECK AND FIXTURES AND DEVICES IN I 1 1 P P I CONTRACTOR TO PROVIDE A HATCHED AREA TO REMAIN 1 w os - EF-1 I I 120V POWER CONNECTION TO VERIFY ALL DIMENSIONS AND REPORT w DASHED LINE INDICATES 1 MOTORIZED DOOR OPENER ANY DISCREPANCY TO THIS FIRM I I EXTENT OF WALLS TO BE DEMOLISHED BY GC. ALL EXISTING ELECTRICAL 1 S 1 DOWN CONDUIT ROUGH-IN BEFORE PROCEEDING WITH THE WORK I F I ANY EXISTING FIXTURES AND DEVICES IN I C Ps 1 LOCATIONS. COORDINAUSH OE WITH ELECTRICAL DEVICES TO HATCHED AREA TO REMAIN 1 o I DOOR HARDWARE CONTRACTOR. EXISTING I — I (TYPICAL FOR TWO LOCATIONS) A - detail no. SCOPE OF WORK I BE REMOVED AND EXISTING L�Jl - - WASHROOM I WIRING CUT BACK TO I G G I rA DISPLAY SOURCE. AREA 1 X I ALL EXISTING ELECTRICAL 1 os - I REUSE EXISTING LIGHTING B - location sheet JX - - - J CIRCUITS FOR NEW LIGHTING B C IN WASHROOM INCLUDING I I ---------- , EXHAUST FAN, LIGHTING NEW FEMALE FIXTURES AND EXHAUST FANS. � REF` WASHROOM I EF-2 I FANS TO BE INTERCONNECTED C - detail sheet X I AND CONTROLS TO BE B 1 44 I WITH LIGHTING TO RUN WHEN � � I REMOVED. CIRCUITS TO 0 ,,\ WASHROOM IS OCCUPIED. I I i ��� BE REUSED FOR NEW 1 I EXISTING I i I WASHROOM DEVICES/ 1 \�� LIGHTING FIXTURE 'BA' TO BE ENTRY I I I I LITHONIA #FMLWL LNK 48 FIXTURES. EXISTING O 1 1 O 1 AL04 8SWW2 (CONTRACTOR -- j CoTYo I - � E® WH-1 1 1 (E® WH-1 1 SELECT) c/w ADJUSTABLE � 1 E 1 1 E LUMEN OUTPUT & COLOUR 1930 Blue Heron Drive -® I TEMPERATURE. CONTRACTOR London, ON N6H 5L9 w F_1 1 1 w F_1 I TO ADJUST AS REQUIRED ON I � EXISTING EXISTING POWER 1 1 SITE. Tel: 519-472-3688 OFFICE E 1 CONNECTIONS TO EXISTING 1 E 1 Fax: 519-472-4322 WATER HEATER AND www.inte rateden ineerin ca I I -------- I EXISTING I FURNACE TO REMAIN OFFICE I EXISTING 1 INTEGRATEDEXISTING g g g I � I 1SP AYY i EXISTING i MECH. 102 I MECH. I engineering AREA, I WASHROOM I ROOM / \ ROOM IE Project No.7326 1 33 / E / / - - - \ i EXISTING 200A, PROVIDE THE FOLLOWING NEW BREAKERS IN EXISTING PANEL: EXISTING 120/240V, 10 15A, 1 P (120V) - DOOR OPENERS OFFICE i EXISTING i 'STAB-LOK' ELECTRICAL 15A, 1P (120V) - RECEPTACLES MECH. I PANEL TO REMAIN WIRING TO NEW DEVICES TO BE RUN CONCEALED WITHIN CEILING Q�OFESS1 Ro I � oM � SPACE TO WASHROOM LOCATION l ------------- PART F=LOOFR PLAN — E>EMOLITION PART F=LOOFR PLAN — PFROPOSE� �^RD 197 08 KEY PLAN SCALE= ,/4" _ ,'-O" SCALE= ,/4" _ ,'-O" ,o SEPT 5/24 0 1'-C)" p`�NCE OF oa�PQ� SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. GENERAL LIGHTING AND SWITCHES MOTOR CONTROL 1.1 PROVIDE ALL MATERIAL AND LABOUR FOR A COMPLETE INSTALLATION OF ALL SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. THE WORK SHALL BE IN ACCORDANCE WITH THE ONTARIO ELECTRICAL SAFETY CODE AND THE ® LIGHTING FIXTURE AS NOTED (SURFACE OR SUSPENDED) MANUAL STARTER, RATING AS NOTED ONTARIO BUILDING CODE. SPRIET 1.2 ARRANGE AND PAY FOR ALL PERMITS AND FEES. UPON COMPLETION OF THE WORK PROVIDE AN UNCONDITIONAL ® LIGHTING FIXTURE AS NOTED (RECESSED) ® MAGNETIC STARTER, RATING AS NOTED CERTIFICATE OF ACCEPTANCE FROM THE ONTARIO ESA. ASSOCIATES ® LIGHTING FIXTURE CONNECTED TO A NIGHT LIGHT SWITCH DISCONNECT SWITCH, RATING AS NOTED 1.3 PROVIDE ONLY NEW, CSA APPROVED MATERIAL MOUNTED PLUMB TRUE AND PARALLEL TO BUILDING LINES. ALL WORKMANSHIP SHALL BE FIRST CLASS IN TERMS OF SAFETY, ACCESSIBILITY, DURABILITY AND NEATNESS. EMPLOY QA I WALL MOUNTED LIGHTING FIXTURE AS NOTED ® CONTACTOR, RATING AS NOTED QUALIFIED TRADES PERSONS AND SPECIALIZED SUBTRADES AS REQUIRED. 1.4 THE DRAWINGS INDICATE GENERAL DESIGN LAYOUT ONLY. MAKE ALLOWANCE FOR SITE CONDITIONS AND CO- ORDINATION O CEILING MOUNTED LIGHTING FIXTURE AS NOTED EQUIPMENT WITH OTHER TRADES. EXAMINE THE SITE AND ALL OTHER PERTINENT DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT PRIOR TO TENDER. A RECESSED LIGHTING FIXTURE AS NOTED ® PANEL OR EQUIPMENT AS NOTED 1.5 ALL WIRING METHODS AND EQUIPMENT ARE TO BE RATED FOR THE INSTALLED LOCATION. 1.6 MAKE GOOD ALL SURFACES AFFECTED BY THE WORK. 1000W, 120V, 1 P SLIDE DIMMER EE MOTOR/MOTORIZED EQUIPMENT (EG. - EXHAUST FAN, DOOR OPENER, ETC.) 1.7 PROVIDE A ONE YEAR WARRANTY ON THE WORK COMMENCING FROM THE DATE OF ACCEPTANCE BY THE OWNER. $ 20A, 120V, 1 P LIGHT SWITCH FORCE FLOW HEATER (WALL MTD) FURNISH ONE SET OF DRAWINGS CLEARLY MARKED TO SHOW AS-BUILT CONDITIONS UPON COMPLETION. 0 ® 1.8 PROVIDE SHOP DRAWINGS OF ALL EQUIPMENT (E.G. LIGHTING FIXTURES, PANELS, DISCONNECTS, STARTERS, ETC.) FOR $3 20A, 120V, 3-WAY LIGHT SWITCH FORCE FLOW HEATER (CLG MTD) APPROVAL PRIOR TO ORDERING. PROVIDE FURTHER SHOP DRAWINGS AS REQUESTED BY THE ENGINEER. L I M I T E E3 1.9 READ THE ELECTRICAL WORK DRAWINGS IN CONJUNCTION WITH ALL OTHER STRUCTURAL, ARCHITECTURAL, SPRINKLER, $N 20A, 120V, NIGHT LIGHT SWITCH MECHANICAL, ETC. DRAWINGS AND SPECIFICATIONS. architects os OCCUPANCY SENSOR WALL SWITCH REFERENCE NOTES 2. LIGHTING FIXTURES L O N ID O N LT E:) _ os O CEILING MOUNTED OCCUPANCY SENSOR WM WALL MOUNTED 2.1 PROVIDE LIGHTING FIXTURES COMPLETE WITH ALL HARDWARE AND ACCESSORIES FOR A FINISHED INSTALLATION.2.2 CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO ORDERING FIXTURES. engineers POWER C OVER-COUNTER MOUNTED 2.3 LIGHTING FIXTURES TO HAVE A 5 YEAR MANUFACTURER WARRANTY. 155 york street-london-N6A 1A8 0 15A, 120V, DUPLEX RECEPTACLE (WALL MTD) WP WEATHERPROOF 3. DEVICES AND WIRING phone : (519) 672-4100 fax : (519) 433-9351 3.1 POWER WIRING SHALL BE COPPER, MINIMUM #12R90 IN EMT CONDUIT. SYSTEMS WIRING SHALL BE AS PER e-mail : mail @spriet.on.ca �j 15A, 120V, DUPLEX TAMPER-RESISTANCE RECEPTACLE (WALL MTD) MTD MOUNTED MANUFACTURER'S RECOMMENDED METHODS. AC90 CABLE MAY BE USED FOR FINAL CONNECTIONS TO FIXTURES AND EQUIPMENT OR FOR BRANCH CIRCUITS CONCEALED IN PARTITIONS. 0 15A, 120V, DUPLEX RECEPTACLE (FLR OR CEIL MTD) E EXISTING DEVICE TO REMAIN AS IS 3.2 PROVIDE BRANCH CIRCUIT WIRING TO ALL LIGHTING FIXTURES, DEVICES, EQUIPMENT, ETC. TO SUIT THE SPECIFIC SYSTEM, AS SHOWN ON THE DRAWINGS. OVER-CURRENT PROTECTION AND WIRING TO BE AS REQUIRED OESC FOR THE SPLIT, 15A 120V, DUPLEX RECEPTACLE R EXISTING DEVICE TO BE RELOCATED CONNECTED LOAD. DOUBLE 15A, 120V, DUPLEX RECEPTACLE ER EXISTING DEVICE RELOCATED (NEW LOCATION) 3.3 DEVICES SHALL BE SPECIFICATION GRADE, DECORA STYLE, WITH RATINGS AS NOTED ON THE DRAWINGS OR REQUIRED WASHROOM BY THE APPLICATION. COLOUR TO BE WHITE WITH BRUSHED STAINLESS STEEL PLATES EXCEPT IN SERVICE AREAS DOUBLE 20A, 120V, T-SLOT, DUPLEX RECEPTACLE (WALL MTD) CLG CEILING MOUNTED WHERE GALVANIZED PLATES ARE TO BE PROVIDED. PROVIDE WEATHER-PROOF COVERS OUTDOORS AND IN ANY OTHER _ WET AREA. UPGRADES 20A, 120V, T-SLOT, DUPLEX RECEPTACLE (WALL MTD) 3.4 MOUNT DEVICES/EQUIPMENT AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR TO CENTERLINE OF DEVICE: 20A, 120V, T-SLOT, GFI, DUPLEX RECEPTACLE (WALL MTD) MISCELLANEOUS ITEM STANDARD HEIGHT BARRIER-FREE HEIGHT ** RECEPTACLE 18" (460MM) Q� 15A, 120V, GFI, DUPLEX RECEPTACLE Q PUSHBUTTON RECEPTACLE (OVER-COUNTER) 42" (1070MM) IN FACE OF COUNTER TELEPHONE/DATA OUTLET 18" (460MM) 15A, 120V. IG, DUPLEX RECEPTACLE PG PHOTO CELL TELEPHONE (WM) 63" (160OMM) 47" (120OMM) 18 PITT STREET (� SINGLE RECEPTACLE, RATING AS NOTED GR CARD READER LIGHT SWITCH 52" (1320MM) 47" (120OMM) EMERGENCY LIGHT (WALL-MOUNTED) 90" (2280MM) * ® POWER CONNECTION, MOUNTED IN WALL PB PANIC BUTTON B/F DOOR PUSH-BUTTON 36" (900MM) - 43" (1100MM) PORT BURWELL, ON FIRE ALARM MANUAL PULL STATION 47" (120OMM) EMERGENCY AND EXIT LIGHTING Ps PULL SWITCH (CALL FOR ASSISTANCE) FIRE ALARM SIGNAL BELL/HORN 90" (2280MM) REMOTE DUAL SURFACE EMERGENCY LIGHTING HEAD (CLG MTD) Hs HORN/STROBE (CALL FOR ASSISTANCE) ** MOUNTING HEIGHT OF EMERGENCY LIGHT IS A MINIMUM; CONFIRM HIGHER MOUNTING HEIGHTS, PRIOR TO ROUGH-IN, IN AREAS WITHOUT CEILINGS OR WHEN CEILING IS HIGHER THAN 96" (2400MM). REMOTE DUAL SURFACE EMERGENCY LIGHTING HEAD (WALL MTD) REFER TO THE ARCHITECTURAL DRAWINGS FOR AREAS OF THE BUILDING DESIGNATED AS "BARRIER-FREE". M n n M���� U�� OF o �Y n n �, M 0 EXIT SIGN (CLG MTD) - HATCHING INDICATES ILLUMINATED FACE U w w w � I 4. EMERGENCY & EXIT LIGHTING 1CJCI EXIT SIGN (WALL MTD) 4.1 PROVIDE A COMPLETE EMERGENCY/EXIT LIGHTING SYSTEM AS INDICATED ON THE DRAWINGS. EB.x EMERGENCY LIGHTING BATTERY UNIT 4.2 TEST THE COMPLETED EMERGENCY/EXIT LIGHTING SYSTEM AND VERIFY OPERATION IN WRITING. drawing title 5. CONTROL ELECTF,1C h L COMBINATION EXIT/EMERGENCY LIGHTING UNIT 5.1 PROVIDE ALL TIMECLOCKS, PHOTOCELLS, CONTACTORS, SELECTOR SWITCHES, ETC. AS REQUIRED TO ACHIEVE THE I I f� CONTROL AS INDICATED ON THE DRAWINGS. FLOOD FLA I�5 5.2 PROVIDE LIGHTING CONTROLS AS SPECIFIED ON THE DRAWINGS. PROVIDE SHOP DRAWING SUBMITTALS FOR ALL DEVICES COMMUNICATIONS PRIOR TO ORDERING. TELEPHONE OUTLET c/w 3/4" RACEWAY TO CEILING SPACE DATA OUTLET c/w 3/4" RACEWAY TO CEILING SPACE THIS ABBREVIATED SPECIFICATION DESCRIBES A MINIMUM STANDARD OF WORKMANSHIP, EQUIPMENT AND MATERIALS TO BE INCLUDED IN THE WORK. THE STANDARDS TO BE MET ARE FULLY DESCRIBED IN THE MASTER SPECIFICATIONS OF INTEGRATED TELEPHONE/DATA OUTLET c/w 3/4" RACEWAY TO CEILING SPACE ENGINEERING AND ARE AVAILABLE FOR REFERENCE AT THEIR OFFICE. THIS IS A STANDARD LEGEND, NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS date : FEB. 2024 drawing no. 6A ELECTRICAL LEGEND B ELECTRICAL LEGEND scale : AS NOTED E1 E1 drawn by : Po project no. : E I 223231 SYMBOL DESCRIPTION SCOPE OF WORK SCOPE OF WORK SAN SANITARY PIPING (ABOVE FLOOR) // SAN // SANITARY PIPING (BELOW FLOOR) r1i FEX ST STORM PIPING (ABOVE FLOOR) �ST--7- STORM PIPING (BELOW FLOOR) - COLD WATER PIPING DOMESTIC HOT WATER PIPING El --- DOMESTIC HOT WATER RECIRCULATING PIPING I I I I V VENT PIPING ISSUED FOR REVIEW 24.02.23 EXISTING 1 C EXISTING COVERED COVERED GATE VALVE I I EXISTING ENTRY I ENTRY ter- CHECK VALVE ISSUED FOR PERMIT/ 24.03.14 0 ENTRY TENDER I I I I MIXING VALVE -DISCONNECT AND REMOVE EXISTING I SENT YG I I I CO CLEAN OUT (FLOOR MOUNTED) ISSUED FOR REVIEW 24.02.23 A / EXHAUST FAN & ITS ASSOCIATED I I I CO CLEAN OUT (CEILING MOUNTED) - - I CONTROLS, DUCTWORK, VENTING AND ETC.. PATCH AND MAKE GOOD I ROOF/WALL SURFACES AFFECTED BY THE F.E.X. FIRE EXTINGUISHER I ® revisions date no. REMOVAL WHERE NECESSARY. f f Mp MOTORIZED DAMPER NEW UNIVERSAL/ I U/C --- BDD BACK DRAFT DAMPER CONTRACTORS MUST CHECK AND I I MALE WASHROOM I I I i 05 I - SD SPUTTER DAMPER VERIFY ALL DIMENSIONS AND REPORT Fp CO BALANCING DAMPER (SQUARE) ANY DISCREPANCY TO THIS FIRM I I HL 4"% EF-1 I I `�_} BALANCING DAMPER (ROUND) BEFORE PROCEEDING WITH THE WORK Cf)HWC EXISTING DUCTWORK TO REMAIN F I DISCONNECT AND REMOVE ALL PLUMBING I 0# WB-1 A - detail no. SCOPE OF WORK - - - - - EXISTING DUCTWORK TO BE REMOVED I � I PIPING SERVING FIXTURES IN EXISTING I _� I rA EXISTING I _ - I WASHROOM BEING DEMOLISHED. CUT I I 6"O NEW DUCTWORK B - location sheet EXISTING BACK AND CAP WATER SERVICES & VENT DISPLAY I I IN CEILING SPACE AS REQUIRED. CUT V WC INDICATES 1" INTERNAL LINING. INCREASECAREA I / WASHROOM BACK AND CAP EXISTING SANITARY LINE I - I ?-�-°-�-°-�°H DUCT SIZE BY 1" ON ALL SIDES. C - detail sheet----------- BELOW FLOOR LEVEL. PROVIDE ALL ' / a �I OED OPEN ENDED DUCT NECESSARY PIPING AND FITTINGS TO NEW FEMALE Fp cn VVB_1�j SUIT. MAKE GOOD FLOOR SURFACES WASHROOM I U/C U/C UNDERCUT DOOR BY MINIMUM 1" I I _ AFFECTED BY THE REMOVAL WHERE 104 I 4" ❑ I r NECESSARY. I 3/4" 6'O THIS IS A STANDARD LEGEND, ALL SYMBOLS MAY NOT NECESSARILY BE USED ------------ I I I I EXISTING I I 4 CONNECT NEW 3 4" COLD & HOT WATER / 1930 Blue Heron Drive COVERED I ,' o I I FEX ,' o & 4" SANITARY LINES TO EXISTING F MECHANICAL LEGEND London, ON N6H 5L9 ADEQUATELY COLD, HOT & SANITARY APPROXIMATE LOCATION OF HOT & COLD I I I LINES IN THIS APPROXIMATE LOCATION. M1 NOT TO SCALE Tel: 519-472-3688 EXIS I WATER LINES SERVING EXISTING I EXIS EXACT LOCATION TO BE DETERMINED ON I I I WH-1 WASHROOM. CUT BACK AND CAP WATER I WH_1 I SITE. PROVIDE ALL NECESSARY PIPING, Fax: 519-472-4322 I I EXIS LINE PROVIDE ALL NECESSARY PIPING EXIS I I I F-1 & FITTINGS TO SUIT. I �L I FITTINGS, CUTTING, AND PATCHING AS www.integratedengineering.ca ------ i I I I REQUIRED. PROVIDE VENTING AS INTEGRATED I r--------- I REQUIRED. COORDINATE ON SITE. DEMOLITION NOTES: engineering IE Project No.7326 EXISTING I -_ I I EXISTING �� I EXISTING ) EXISTING I EXISTING AREA I WASHROOM i APPROXIMATE LOCATION OF EXISTING MECH. APPROXIMATE LOCATION OF EXISTING I I I MECH. I ELECTRIC WATER HEATER TO REMAIN AS I I ELECTRIC WATER HEATER TO REMAIN AS 1• CONTRACTOR TO VISIT SITE TO DETERMINE EXTENT OF 1 ROOM / IS 1L ROOM IS TOCHANICAL DUCTWORK AND SUBMITTING TENDER BID. ECONTRACTOR QUIPMENT ETOOLICOORDIN TION �E WITH ALL TRADES TO DETERMINE THE EXTENT OF THE ° i I APPROXIMATE LOCATION OF EXISTING APPROXIMATE LOCATION OF EXISTING EXISTING SERVICES IN NEED OF RELOCATION OR REMOVAL F----------�--- // FURNACE TO REMAIN AS IS. / WALL-HUNG FIRE EXTINGUISHER.FURNACE TO REMAIN AS IS. TO FACILITATE THE INSTALLATION OF NEW SERVICES, I I EQUIPMENT, ETC. NO EXTRAS WILL BE ALLOWED FOR I I EXISTING - - WORK OR CONDITIONS THAT WOULD HAVE BEEN � OFFICE COORDINATE EXACT LOCATION WITH ARCHITECT & FIRE MARSHALL INSPECTOR. DISCOVERED DURING THE PRE-TENDER SITE INSPECTION. QvpFESS/O I EXISTING I / MECH. I (TYPICAL) 1 ROOM 2. REFER TO ARCHITECTURAL DEMOLITION DRAWINGS FOR y �, \ / PART FLOOR PLAN - E>EMOLITION PART FLOOR PLAN - PFROPOSEC> DRAWING. RD \�-------------�'�/ 197 08 KEY PLAN SCALE= �/4" - SCALE= 1/4" - 1'-O" 3. DISCONNECT AND REMOVE ALL EXISTING OR REDUNDANT �5/24HVAC UNIT EQUIPMENT, MAIN/BRANCH DUCTWORK, �o ETC SHOWN OR DIFFUSERS, ON DRAWING T TO BE REMOVED.pAMAKEE GOOD OROOF �o NOE OF SURFACES AFFECTED BY THE REMOVAL WHERE NECESSARY. SYMBOL AREA SERVED MANUFACTURER MODEL No. AIR VOLUME TOTAL S.P. FAN R.P.M. DRIVE SONE MOTOR POWER MOUNTING ACCESSORIES (CFM) IN W.C. ARRANGEMENT THIS ABBREVIATED SPECIFICATION DESCRIBES SOME EQUIPMENT AND MATERIALS TO BE INCLUDED IN THE .2 DUCTWORK EF 1 & TWIN CITY FAN 640 DIRECT 87 WATTS 120V/10/60H CEILING MOUNTED CONTROLLED BY WALL MOUNTED SWITCH. COORDINATE WITH ELECTRICAL CONTRACTOR TO INSTALL c/w GRAVITY BACKDRAFT DAMPER & 6" EXHAUST DUCT THROUGH WALL TO WALL BOX. WORK. ONLY FIRST CLASS WORKMANSHIP, MATERIALS AND PRACTISES WILL BE ACCEPTED. THE STANDARDS .1 PROVIDE ALL DUCTWORK TO "S.M.A.C.N.A." STANDARDS. FABRICATE ALL DUCTWORK FROM EF-2 WASHROOM & BLOWER T100 109 0.125" TO BE MET ARE FULLY DESCRIBED IN THE MASTER SPECIFICATIONS OF INTEGRATED ENGINEERING AND ARE GALVANIZED STEEL TO THE CLEAR INSIDE DIMENSIONS SHOWN ON THE DRAWINGS, WITH ALL FLAT SPRIET - SWITCH. AVAILABLE FOR REFERENCE AT THEIR OFFICE. SURFACES CROSS BROKEN. INSTALL ALL DUCTS FREE FROM LEAKS AND SEAL ALL HOLES WITH 3M #474 TAPE. GENERAL DUCT THICKNESSES E: FOLLOWS:- ASSOCIATES A EXHAUST FAN SCHEDULE 13" T 12" MAX SIZE: 24 GAUGE 1. PROVIDE ALL LABOUR AND NEW MATERIALS FOR THE COMPLETE INSTALLATION OF THE SYSTEMS AS 13" TOO 30" MAX SIZE: 22 GAUGE M1 NOT TO SCALE SHOWN ON THE DRAWINGS. ENSURE THAT COMPLETE INSTALLATION MEETS WITH THE APPROVAL OF ALL 31" TO 60" MAX SIZE: 20 GAUGE AUTHORITIES HAVING JURISDICTION IN ACCORDANCE WITH ALL CODES ETC. .2 WHERE ANY CONSTRUCTION IMPEDIMENT OR REQUIREMENT RENDERS THE DIMENSIONS AS SHOWN 2. ARRANGE AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS INSTALLATION. ON THE DRAWINGS IMPOSSIBLE, ALTER DUCTWORK SO AS TO GIVE AN EFFECTIVE CROSS SECTIONAL AREA EQUAL TO THAT ORIGINALLY SHOWN WITHOUT EXCEEDING AN ASPECT RATIO OF 4:1 CHANGES 3. PROVIDE ONLY NEW, CSA APPROVED MATERIAL MOUNTED PLUMB TRUE AND PARALLEL TO BUILDING TO BE MADE AT NO ADDITIONAL COST. FIXTURE DESCRIPTION MANUFACTURER SYMBOL DESCRIPTION DRAIN VENT HW CW LINES ALL WORKMANSHIP SHALL BE FIRST CLASS IN TERMS OF SAFETY, ACCESSIBILITY, DURABILITY 0 AND NEATNESS. EMPLOY QUALIFIED TRADESPERSONS AND SPECIALIZED SUBTRADES AS REQUIRED. .3 BRACE DUCTS SO THEY DO NOT SAG OR VIBRATE, SUPPORT HORIZONTAL DUCTS UP TO 500MM (H)WC WATER CLOSET 3" 1-1/2" - 1/2" (20") WIDE OR DEEP WITH 25MM (1") X 14GA GALVANIZED STRAPS PASSING UNDER DUCTS, ON LI M ITEID NWC -Handicapped floor mounted, vitreous china, American Standard: 4. THE DRAWINGS INDICATE GENERAL DESIGN LAYOUT ONLY. MAKE ALLOWANCE FOR SITE CONDITIONS 2440MM 8'-0" CENTRES. USE ANGLE IRON SUPPORT FOR DUCTS OVER 500MM 20" WIDE OR water closet Colony Pro #215AA.154.104 (H)V VANITY 1-1/4" 1-1/4" 1/2" 1/2" (AND CO-ORDINATION WITH OTHER TRADES, EXAMINE THE SITE AND ALL OTHER PERTINENT DRAWINGS DEEP. h +Q + -For use with flush tank, elongated bowl (H)L LAVATORY 1-1/4" 1-1/4" 1/2" 1/2" AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT PRIOR TO TENDER. a rC 1 1 i 1 ec 1 s -Insulated tank, colour to be white .4 PROVIDE APPROVED ACCESS DOORS TO ALL BALANCING AND FIRE DAMPERS ETC. PAINT INSIDE -Trip lever and bolt caps FD FLOOR DRAIN 3" 1-1/2" - PRIMED 5. MAKE GOOD ALL SURFACES AFFECTED BY THE WORK. DUCTWORK MATT BLACK WHERE VISIBLE THROUGH GRILLES ETC. P 4.8 Litres (1.28 gallons) -Flush cycle Centoco #1600 CO CLEANOUT * - 6. KEEP PREMISES CLEAN AS WORK PROGRESSES, AND AVOID ACCUMULATION OF DEBRIS, ON .5 DUCT SEALANT: OIL RESISTANT, NON-FLAMMABLE, WATER BASED DUCT SEALANT. TEMPERATURE engineers -Seat to be open front with cover, white Delta 47T1316SD flange bolts & nuts - COMPLETION OF WORK, CLEAN UP AND REMOVE FROM SITE ALL SCRAP MATERIALS RESULTING FROM RANGE OF MINUS 300C.(-220F.) TO PLUS 930C.(1990F.). FLAME SPREAD RATING NOT TO EXCEED -Supplies 155 ork street-london-N6A 1A8 THE WORK. 25. SMOKE DEVELOPED CLASSIFICATION NOT TO EXCEED 50. APPLIED ON ALL JOINTS AS PER y WC -Floor mounted, vitreous china, water closet American Standard: MANUFACTURER'S RECOMMENDATIONS. phone : (519) 672-4100 fax: (519) 433-9351 -For use with flush tank, elongated bowl Colony Pro #215CA.154.104 7. GUARANTEE ALL WORK, EQUIPMENT AND MATERIALS FOR ONE YEAR FROM SUBSTANTIAL COMPLETION OF e-mail : mail@spriet.on.ca -Insulated tank, colour to be white NOTES: THE- CONTRACT. ENSURE THAT ALL EQUIPMENT IS PROPERLY GUARANTEED BY THE MANUFACTURER. .3 INSULATION ALL SANITARY VENTING TO BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ONTARIO BUILDING -Trip lever and bolt caps .1 INSULATE ALL DOMESTIC HOT, COLD WATER PIPING WITH 1" FIBREGLASS INSULATION c/w VAPOUR Y 4.8 Litres (1.28 gallons) CODE. -Flush cycle 8. SUBMIT SHOP DRAWINGS OF ALL FIXTURES AND EQUIPMENT (INCLUDING WIRING DIAGRAMS) TO THE BARRIER. P Centoco 820STS - ALL FLOOR & HUB DRAINS TO BE TRAPPED, VENTED AND PRIMED BELOW FLOOR, PROVIDE TRAP SEAL PRIMER -Seat to be open front with cover, white ENGINEER FOR APPROVAL, APPROVAL OF SHOP DRAWINGS IS GRATUITOUS AND DOES NOT RELIEVE THE # IN SUITABLE LOCATION. -Supplies Delta 47T1316SD flan e bolts & nuts CONTRACTOR OF HIS RESPONSIBILITIES. WHERE A PRODUCT OR MANUFACTURER IS SPECIFIED ON .2 INSULATE ALL EXHAUST DUCTWORK FOR A DISTANCE OF 6'-0" FROM EXTERIOR OUTLET WITH 25MM g - ALL FIXTURES AND EQUIPMENT TO HAVE QUARTER TURN ISOLATION VALVES. THE DWGS THAT PRODUCT IS TO BE SUPPLIED. ALTERNATE EQUIPMENT OR PRODUCTS MAY BE (1") FIBREGLASS FLEXIBLE RFFRK INSULATION. WASHROOM EL -Handicapped wall mounted lavatory, vitreous American Standard: - (H) DENOTES HANDICAP FIXTURE ACCEPTED ONLY AFTER REVIEW PRIOR TO TENDER CLOSE, AND ACCEPTANCE OF ALTERNATES MUST BE china basin Murro #0954.004EC - "*" INDICATES REFER TO FLOOR PLANS FOR SIZE OBTAINED IN WRITING. ALL RESPONSIBILITY AND ADDITIONAL COSTS INCURRED BY ALL DIVISIONS .4 BALANCING -Semi-pedestal #0059.020EC RESULTING FROM THE USE OF ALTERNATES WILL BE RESPONSIBLITY OF THE MECHANICAL CONTRACTOR. .1 PROVIDE SUFFICIENT BALANCING DAMPERS TO FACILITATE SYSTEM BALANCING BALANCE SYSTEM TO p R A D E -Concealed arm carrier VALUES SHOWN, CHANGE OR ADJUST FAN MOTORS AND PULLEYS TO ACHIEVE AIR QUANTITIES -Grid strainer assembly, adjustable 'P' trap with Moen: C PLUMBING FIXTURE SCHEDULE 9. PROVIDE CUTTING AND PATCHING FOR THIS WORK. ARRANGE TO MAKE GOOD TO FINISHES AND AGAINST ACTUAL STATIC PRESSURES. BALANCING TO BE PERFORMED BY APPROVED INDEPENDENT cleanout and supplies Chateau #L64625 INCLUDE FOR THE COST OF THIS WORK AS SHOWN OR NOTED ON THE DRAWINGS. BALANCING CONTRACTOR. PROVIDE THREE COPIES OF THE BALANCING REPORT. ALLOW FOR -Trim, 4" centerset, single handle M1 NOT TO SCALE REBALANCING OF SYSTEM AS NECESSARY, AFTER ENGINEER'S REVIEW OF INITIAL BALANCING REPORT. 10. WIRING - ALL POWER WIRING BY DIVISION 16, ALL 24 VOLT WIRING BY DIVISION 15. BALANCING PAID FOR BY MECHANICAL CONTRACTOR. -Vanity American Standard: 1 11. ALLOW FOR DEMONSTRATION TO THE OWNER AND THE OWNERS STAFF. .5 CONTROLS 18 PITT STREET -Universal counterop/sink Colony #0346.403 .1 PROVIDE ALL CONTROLS, WIRING, THERMOSTATS, CONDUIT, DAMPERS, TRANSFORMERS AND ALL -Vanity supplies, lockshield stops, offset vanity 12. A COMPLETE SET OF RECORD DRAWINGS SHALL BE MAINTAINED ON SITE AT ALL TIMES. AT OTHER APPURTENANCES NECESSARY FOR A COMPLETE AND FULLY FUNCTIONING CONTROLS SYSTEM. PORT BURWELL ON strainer with adjustable p-trap with cleanout. COMPLETION OF THE PROJECT, ALL INFORMATION MUST BE TRANSFERRED ONTO "AS-BUILT" DRAWINGS. CONTROL WIRING TO BE FT-6 CABLE. -Trim, 4" centerset, pop-up drain assembly, Moen: AS-BUILT DRAWINGS SHALL BE PROVIDED WITH THE PROJECT MAINTENANCE MANUALS. 3 COPIES OF chrome, single handle Chateau #L64625 THE COMPLETED PROJECT MAINTENANCE MANUALS SHALL BE SUBMITTED TO THE ENGINEER FOR .6 FIRE EXTINGUISHERS FAN SUPPORT THREADED ROD BY REVIEW. .1 FIRE EXTINGUISHERS ffA INDICATED SURFACE MOUNTED SHALL BE MODEL ABC-5, 5LB (2.27 KG) MECHANICAL CONTRACTOR. MULTI-PURPOSE DRY CHEMICAL WITH A RATING OF 2A:10BC c/w WALL BRACKET & HOLDING QUICK PLUMBING SPECIALTIES: TYPICAL FOR FOUR (4). MATERIALS RELEASE CLAMP. M �f M n M FD: FLOOR DRAIN: JAY R. SMITH #2005-A, ALL DUCO COATED CAST IRON TRAP SEAL PRIMER: SMS INC. #PR-500, AUTOMATIC TRAP SEAL PRIMER VALVE, FAN HOUSING .1 PIPING ° °������ ���� ° 0� � 'r �uuwuvu BODY, REVERSIBLE FLASHING CLAMP WITH SEEPAGE OPENINGS ROUND STAINER. CAST BRASS BODY, SERVING INDIVIDUAL OR REMOTE AREA DRAINS (PRIMER \ WRAP ENTIRE .1 DOMESTIC HOT AND COLD PIPING TO BE COPPER TYPE ' L '. AUTOMATICALLY ACTIVATED WHEN THERE IS A PRESSURE DROP IN THE SYSTEM) EXHAUST EXHAUST DUCT CO: CLEANOUT: JAY R. SMITH #4100 'TWIST-TO-FLOOR' FLOOR CLEANOUT, WITH 1/2" (12.7MM) NPT (MALE TO FEMALE) CONNECTIONS WITH STRAINER AND FAN " " _ WITH DUCT .2 CONDENSATE PIPING TO BE COPPER TYPE 'M'. drawing title DUCO COATED CAST IRON BODY AND REMOVABLE POSITIVE GASKET SEAL INTEGRAL BACK FLOW PREVENTER & VACUUM BREAKER. (FOR 2, 3, OR 4 4= INSULATION CLOSURE PLUG, SECURED WITH STAINLESS STEEL SCREWS, C.O. CAST IN COVER. DRAINS PROVIDE PRIMER UNIT WITH DISTRIBUTION UNIT ASSEMBLY #DU-U TRAP THRU TO .3 SANITARY & STORM DRAINS (ABOVE GRADE) - 3" AND OVER MEDIUM WEIGHT TYPE MJ CAST IRON, (FOR WATER-PROOFED AREAS PROVIDE 'F-C' FLANGE), ROUND ADJUSTABLE SEAL PRIMER). EXHAUST 65MM (2-1/2") AND UNDER COPPER DWV PIPE & FITTINGS. NICKEL BRONZE TOP. EXHAUST DUCT. �IZETIASTNOTED ON MEGHANIC)4L FINISHED CEILING PLAN. .4 VENT PIPE - 75MM (3") AND OVER MEDIUM WEIGHT TYPE MJ CAST IRON, 65MM (2 1/2") AND ��00� �� /�1.IL' NOTES: UNDER COPPER DWV OR PVC-DWV SCHEDULE 40 EXCEPT IN RETURN CEILING PLENUMS. f--tl 5 - ALL SANITARY VENTING TO BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ONTARIO BUILDING DUCT TRANSITION AS REQUIRED. CODE. .5 SANITARY, STORM DRAINS & VENT (BELOW GRADE) - ABS FOR 100MM (4") AND UNDER, PVC - ALL FLOOR DRAINS TO BE TRAPPED, VENTED AND PRIMED BELOW FLOOR, PROVIDE TRAP SEAL PRIMER IN FAN GRILLE GRAVITY SEWER FOR 6" AND OVER. SUITABLE LOCATION. VIBRATION ISOLATION KIT - ALL FIXTURES AND EQUIPMENT TO HAVE QUARTER TURN ISOLATION VALVES. WB-1: WALL BOX EQUAL TO REVERSOMATIC MODEL SWBL-8, LEAK PROOF, SINGLE - ALL PLUMBING FIXTURES TO BE APPROVED BY INTERIOR DESIGNER PRIOR TO ORDERING. WALL BOX, 6"0. COORDINATE COLOUR WITH ARCHITECT. EXACT MOUNTING HEIGHT INDICATES REFER TO FLOOR PLANS FOR SIZE AND LOCATION TO BE CONFIRMED ON SITE. date : FEB. 2024 drawing no. (' B PLUMBING FIXTURE SPECIFICATIONS D CEILING EXHAUST FAN INSTALLATION E MECHANICAL SPECIFICATIONS G LOUVREZWALL BOX SCHEDULE scale : ,45 NOTED M1 SCALE: NOT TO SCALE M1 NOT TO SCALE M1 NOT TO SCALE M1 NOT TO SCALE drawn by : KJM M I project no. 223231 GENERAL NOTES DEMOLITION NOTES (CONTINUED) 2.0 SITE WORK (CONTINUED) 5.0 METALS ONTARIO BUILDING ISSUED FOR PERMIT 24-08-2 � I I CODE CHECKLIST I. THESE DOCUMENTS WERE PREPARED UTILIZING INFORMATION 6. PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALL 2.1.4. EXCAVATIONS FOR FOUNDATIONS SHALL EXTEND A MINIMUM OF ONE 5.0.1. STRUCTURAL STEEL SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS of SUPPLIED BY OTHERS. THE CONTRACTOR IS TO VERIFY AND CALL TO THE ATTENTION OF THE ARCHITECT ANY DAMAGE, FOOT BEYOND THE EDGES OF ALL FOOTINGS, AND SHALL BE LEVELED CSA-S16 AND CSA-S136. FIRM NAME: DOCUMENT THE EXISTING SITE CONDITIONS. NO EXTRAS WILL BE CRACKS OR OTHER IMPERFECTIONS IN THE WORK ADJACENT TO OFF AND TAMPED SOLID. TAKE CARE NOT TO EXCAVATE TOO LOW. GRANTED FOR FAILURE TO DO S0. THE DEMOLITION AREAS. EXCAVATIONS CARRIED DEEPER THAN SHOWN ON THE DRAWINGS 5.0.2. ALL STRUCTURAL STEEL SHALL BE CAN/CSA-G.40.21 GRADE 300W. SPRIET ASSOCIATES LIMITED ARCHITECTSASSOC WITHOUT APPROVAL BY THE CONSULTANT, WILL REQUIRE 155 YORI< STREET - .• 2. ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, 7. CONTRACTOR TO REMOVE, STORE, AND PROTECT EXISTING BACKFILLING WITH CONCRETE AT NO ADDITIONAL COST TO THE 5.0.3. STEEL ANGLE LINTELS AND OTHER MISCELLANEOUS METAL ITEMS SHALL RECEIVE PLUMBING AND ANY OTHER MATERIALS, PROCEDURES & EQUIPMENT NON-ATTACHED, MOVEABLE CABINETS, AND FURNITURE (TYP). OWNER. A SHOP COAT of ZINC-RICH PAINT ON LESS THAN 0.5 MILS IN THICKNESS, AND LONDON, ONTARIO OF SHALL ADHERE TO THE LATEST EDITION OF THE ONTARIO BUILDING COORDINATE WITH OWNER FOR RELOCATION OR RE-USE. WHERE CONTAINING NOT LESS THAN 95 %ZINC IN THE DRY FILM. N6A 1A8 2.1.5. DO NOT DISTURB THE BOTTOM OF EXCAVATIONS IN ANY WAY THAT CODE (O.B.C.) , MUNICIPAL SPECIFIC BY-LAWS WHERE THE WORK IS SUCH ITEMS ARE DAMAGED AS A RESULT OF THE OPERATIONS OF MAY ADVERSELY AFFECT THE LOAD BEARING VALUE. CERTIFICATE OF PRACTICE NUMBER: 1 307 BEING CONDUCTED, AND ALL OTHER REGULATORY BODIES HAVING THIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THE 6.0 WOOD & PLASTICS The Certificate of Practice Number JURISDICTION. CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE 2.1.6. THE CONTRACTOR SHALL AT ALL TIMES KEEP ALL EXCAVATIONS AND of the holder Is the holder'sBCDN Ci OWNER. TRENCHES DRY AND FREE FROM WATER AT THEIR OWN EXPENSE AND '. ®� etc ®®1 3. READ ARCHITECTURAL DRAWING NOTES AND DIMENSIONS IN SHALL BUILD DAMS, WATERCOURSES AND OTHER WORK NECESSARY Name of Project: ®'®® CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL, 8. COORDINATE WITH MECHANICAL, ELECTRICAL AND STRUCTURAL FOR THIS PURPOSE AND PROVIDE AND KEEP IN OPERATION PUMPS OF 6.0.1. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH NLGA STANDARD GRADING °®i 1' PLUMBING, SITE SERVICES, SITE PLANS, SHOP DRAWINGS, DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITION SUFFICIENT CAPACITY FOR THIS PURPOSE. RULES FOR CANADIAN LUMBER. FRAMING LUMBER, BLOCKING, NAILERS, ETC. WASHROOM UPGRADES SHALL BE No. 2 GRADE SPRUCE PINE FIR GROUP D. MOISTURE CONTENT SHALL STANDARD ABBREVIATIONS, MOUNTING HEIGHTS AND PROJECT REQUIREMENTS. Location: 2.1.7. PROMPTLY BACKFILL EXCAVATIONS AS THE WORK PROGRESSES, BUT BE 19 %OR LESS. The architect noted above has exercised responsible SPECIFICATIONS AND CONTRACT DOCUMENTS. DRAWINGS ARE TO ONTARIO control with respect to design activities. The architect's BE READ, NOT SCALED. 9. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND NOT BEFORE STRUCTURAL CONCRETE, MASONRY WALLS, PEDESTALS 18 PITT STREET PORT BURWELL, seal number is the arcnifecrsBCDN ELEVATION OF EXISTING UTILITY LINES IN DEMOLITION AREAS AND OTHER STRUCTURAL CONCRETE HAVE ATTAINED FULL 6.0.2. SPECIFIED HEREIN, OR REQUIRED FOR PROPER INSTALLATION OF CARPENTRY AND 4. REFER TO PLANS, ELEVATIONS, SECTIONS, WALL TYPES AND BEFORE PROCEEDING WITH THE WORK. ANY INTERFERENCES WITH STRENGTH. STRUCTURAL WORK MUST BE INSPECTED PRIOR TO MILLWORK. FASTENINGS NOT SHOWN OR SPECIFIED SHALL BE OF A SUITABLE BACKFILLING. BACKFILL EVENLY ON BOTH SIDES OF THE FOUNDATION QUALITY, SIZE, STRENGTH, FINISH, AND DURABILITY TO PROVIDE ADEQUATE .B PERFORMANCE O.B.C. DETAILS FOR TYPICAL CONSTRUCTION DETAILS AND NOTES DEMOLITION WORK SHALL BE REPORTED TO THE ARCHITECT. WALLS TO AVOID UNEQUAL PRESSURE ON WALLS. RMANCE AND/OR APPEARANCE AS REQUIRED BY THEIR LOCATION IN THE (UNLESS NOTED OTHERWISE). WORK. ITEM ONTARIO BUILDING CODE DATA MATRIX PARTS 3 OR 9 REFERENCE 0. LOCATE, DISCONNECT, REMOVE AND/OR CAP ALL EXISTING UTILITY 2.1.8. IN BACKFILLED AREAS AND TRENCHES WHICH WILL BE UNDER FLOOR 5. ALL MATERIALS SHALL BE NEW AND ALL WORK SHALL BE OF THE LINES BY MEANS APPROVED BY THE RESPECTIVE UTILITY COMPANY SLABS, SIDEWALKS, ROADWAYS, ETC., THE CONTRACTOR SHALL 6.0.3. PLASTIC LAMINATE: SHALL CONFORM TO CAN3-AI72-M79, TYPE 1, GENERAL References areAor[C]forDnlessnC. revisions date no. HIGHEST QUALITY FOR THE TRADE INVOLVED. AND GOVERNING AUTHORITIES. RECORD UTILITY AND CAP PURPOSE, 1/16" NOMINAL THICKNESS. ALL PANELS SHALL BE BALANCED WITH [A]for Division Aor[C]for Division C. PROVIDE AND USE MECHANICAL COMPACTING EQUIPMENT, SUIT FOR LOCATIONS ON CONTRACTORS "AS-BUILT" DOCUMENTS. USE IN CONFINED SPACES AND SHALL PLACE THE BACKFILL .020'' BACKING SHEET. USE UREA RESIN ADHESIVE CONFORMING To CSA 1 . PROJECT DESCRIPTION UJashr®®m Upgrades 0 New 0 Part 11 0 Part 3 0 Part 9 6. CONTRACTOR TO REVIEW AND VERIFY ALL CONSTRUCTION MATERIALS MAXIMUM 8" (200MM)DEEP LAYERS, AND COMPACT EACH 0112.5-M1977. PLASTIC LAMINATE SHALL HAVE SUEDE FINISH, COLOUR BY DOCUMENTS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT 11. PRIOR TO THE DEMOLITION OF ITEMS WHICH HAVE UTILITY LAYER TO 95% STANDARD PROCTOR DENSITY. WHEN NECESSARY, OWNER. 0 Addition 111 - 11.4, 1.12. (A) 1.1.2 (A) CONTRACTORS MUST CHECK AND PRIOR TO COMMENCING WORK. EXTRAS WILL NOT BE GRANTED FOR CONNECTIONS (WATER, GAS, ELECTRICITY, STEAM, ETC.) THE APPLY WATER, IN AMOUNTS AS DIRECTED BY CONSULTANT, TO THE FAILURE TO REVIEW, VERIFY AND COORDINATE. CONTRACTOR SHALL ARRANGE WITH THE OWNER TO LOCATE BACKFILL MATERIALS TO ACHIEVE THE DESIGNED AMOUNT OF 6.0.4. PARTICLE BOARD: UNLESS NOTED OTHERWISE, SHALL BE PARTICLE CORE BOARD 0 Change of Use ❑X Alteration 9.101.1 VERIFY ALL DIMENSIONS AND REPORT SHUTOFF VALVES, PANEL BOXES AND OTHER CONTROL ELEMENTS COMPACTION. (PCB), 120G THICKNESS AS NOTED ON THE DRAWINGS. APPLY PLASTIC I or Occupancy anc ANY DISCREPANCY TO THIS FIRM 7. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS SO THAT DAMAGE AND OTHER POTENTIALLY DANGEROUS LAMINATE TO ALL EXPOSED EDGES. 2. l p ys A2 1,1.2,1,0) 9.102 INCLUDED THE HIGHEST QUALITY AND GREATEST QUANTITY FOR SITUATIONS ARE AVOIDED. 2.1.9. ANY SURPLUS MATERIAL FROM CLEARING, STRIPPING, EXCAVATION OR 6.0.5. EDGING: SHALL BE PLASTIC LAMINATE, COLOUR TO MATCH FACE PANELS, FIELD 3. Building A (Im' Existing - New : - Total ; - 1.41.2 [A] 1.412 [A] BEFORE PROCEEDING WITH THE WORK THE PURPOSE CTS IN THE GRADING OPERATIONS NOT REQUIRED ON THE PROJECT SHALL BE grea l )1 g CONSTRUCTION ODOCUMENTS WHICH ARE F RESOLVING ANY LIIMP LIED OR UNDEFINED. 12. MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUT REMOVED FROM SITE BY THE CONTRACTOR. APPLIED To MANUFACTURER'S SPECIFICATIONS. 4. Gross Area Existing : - New : - Total - 1.41.2 [A] 1.412 [A] EXTRAS WILL NOT BE GRANTED FOR FAILING TO IDENTIFY AND THE BUILDING DURING DEMOLITION WORK, AS WELL AS, 2.1.10. REMOVE ANY CONTAMINATED OR DANGEROUS MATERIALS 6.0.6. FITMENT FRAMING: PINE, To NLGA(STANDARD GRADING RULES FOR CANADIAN 5. Number of Storeys Above Grade : Below Grade : ':' 1.41.2 [A] 1.412 [Al A - detail n0. QUESTION ANYTHING CONFLICTING OR UNCLEAR. RECONSTRUCTION WORK. PROVIDE ALL NECESSARY TEMPORARY ENCOUNTERED DURING EXCAVATION FROM SITE AND DISPOSE OF IN A LUMBER, 1987) 115A, No. I COMMON. y rA LIGHTING, PARTITIONS, DUST COVERS, DROP CLOTHES, ETC. SAFE MANNER. 12.11 9.104 8. REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL, AND 6.0.7. PLYWOOD: SPRUCE, THICKNESS AS NOTED ON THE DRAWING. B - location sheet PLUMBING DRAWINGS FOR ADDITIONAL NOTES, DETAILS AND 13. IF REQUIRED CLOSE OFF EXISTING SUPPLY/ RETURN PIPES, DUCTS, 2.1.11. INTERIOR BACKFILL: TO THE U/S OF GRANULAR 'A' BASE NOTED ON 6. Number of Streets/ Fire Fighter Access 12.210. 3.2.5 9.1020 B C INFORMATION. ETC. FEEDING EXISTING ROOMS TO PREVENT DUST/DEBRIS ENTRY. DRAWINGS SHALL BE GRANULAR 'B'. 6.0.8. SUBMIT SHOP DRAWINGS SAND SAMPLES IN ACCORDANCE WITH SECTION 01000 GENERAL REQUIREMENTS FOR ALL MILLWORK ITEMS. INDICATE DETAILS of 7. Building Classification 3.2.2.20 12.220-1.22.83 9.102 C - detail sheet 9. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO 14. DEMOLISH INDICATED STRUCTURES IN AN ORDERLY AND 2.1.12. EXTERIOR BACKFILL: UNDER CONCRETE SLABS AND SITE CONSTRUCTION, PROFILES, JOINTING, FASTENING AND OTHER RELATED DETAILS. COORDINATE, LOCATE AND CONFIRM ALL SINK, UNDERGROUND / RESPONSIBLE MANNER. STRUCTURES, TO THE U/S OF GRANULAR 'A' BASE NOTED ON INDICATE ALL MATERIALS, THICKNESSES, FINISHES AND HARDWARE. 8. Sprinkler System Proposed entire building 12.220-1.22.81 9.1082. OVERHEAD PLUMBING AND ELECTRICAL STUB-UPS. DRAWINGS SHALL BE GRANULAR 'B'. 15. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH 7.O THERMAL & MOISTURE PROTECTION 0 selected compartments 1,215. 10. VERIFY LOCATIONS OF ALL ROOF AND WALL PENETRATIONS WITH ADJACENT STRUCTURES MAINTAIN TEMPORARY PROTECTED 2.1.13. EXTERIOR BACKFILL: UNDER SOD OR LANDSCAPED AREAS, SHALL BE STRUCTURAL, PLUMBING, MECHANICAL, AND ARCHITECTURAL EGRESS AND ACCESS AT ALL TIMES. PROVIDE, ERECT, AND SITE MATERIAL, CLEAN AND FREE OF DEBRIS. TOPSOIL IMPORTED BY selected floor areas 12.217. DRAWINGS. MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. THE OWNER TO THE SITE SHALL BE INSTALLED BY THE CONTRACTOR. basement L�] in lieu Of roof rating Index Index 2.1.14. GRANULAR 'A' MATERIAL, SHALL BE CLEAN, CRUSHED ROCK, FREE OF 7.0.1. EXTERIOR CAULKING: SHALL BE THREE-PART EPDXIDIZED POLYURETHANE not required 11. LOCATION OF EXHAUST FANS AND VENTS TO BE VERIFIED WITH 16. WHERE EXISTING CONSTRUCTION IS TO BE ALTERED, PROVIDE LUMPS OF CLAY CONFORMING TO OPSS.PROV FORM 1010. TFRPOLYMFR SEALANT "DYMERIC" AS MANUFACTURED BY TREMCo q THE MECHANICAL/ELECTRICAL ENGINEERS PRIOR TO TEMPORARY BRACING AND/OR SHORING AS REQUIRED UNTIL THE MANUFACTURING Co. (CANADA), OR APPROVED EQUAL, MEETING THE 9. Standpipe required 0 Yes 0 NO 12.9 N/A INSTALLATION. PROVIDE ALL REQUIRED MOUNTING HARDWARE AND WORK IS SAFELY COMPLETED. IF THE STABILITY OF ADJACENT 2.1.15. GRANULAR 'B' MATERIAL CONFORMING TO OPSS.PROV FORM 1010. REQUIREMENTS of CGSB CAN 2-19.24-M80. COLOURS TO BE SELECTED BY ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION.. STRUCTURES APPEARS THREATENED OR IN DOUBT, CEASE THE OWNER. 10. Fire Alarm required Yes ❑X NO 12.4 9.1018 OPERATIONS AND NOTIFY ARCHITECT AND OWNER IMMEDIATELY, DO 2.1.16. CONCRETE BACKFILL: 15 MPA OR AS APPROVED BY CONSULTANT. 12. ALL FINISHES AND FINISH MATERIALS, COLOURS OR TEXTURES NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE 7.0.2. INTERIOR CAULKING: (WITH THE EXCEPTION OF EXPANSION JOINTS AND 11 . Water Service/ Supply is Adequate ❑X Yes 0 NO 12.0 N/A SHALL BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION, BEEN TAKEN. 2.1.17. WATER SERVICE: BEDDING MATERIAL, TYPE I COARSE SAND. PERIMETERS of WASHROOM FIXTURES)SHALL BE NON-STAINING ONE PART FABRICATION OR ORDERING. ACRYLIC TERPOLYMER SEALANT "MONO 555'' AS MANUFACTURED BY TREMCO 12. High Building 0 Yes ❑X No 1,2.6, N/A 17. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OF 2.1.18. APPROVED BACKFILL: NATIVE ON SITE MATERIAL. MANUFACTURING OF O. (CASB 9 GP,OR APPROVED EQUAL, MEETING THE 13. Construction Restrictions Combustible Non-combustible X Both 12220-1.2283 9.106 16. BARRIER-FREE WASHROOM STALLS AND ACCESSORIES TO BE EXISTING MASONRY WALLS BEARING AND NON-BEARING TO INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE RECEIVE NEW MASONRY OPENINGS TYP. TOOTH NEW OPENINGS 3.0 CONCRETE permitted required 7.0.3. CAULKING FOR PERIMETER OF WASHROOM FIXTURES: SILICONE CONTAINING I y ONTARIO BUILDING CODE. WITH NEW MASONRY AND PATCH EXISTING FINISHES TO REMAIN. SUITABLE FUNGICIDE SUCH AS "TREMSIL 600", OR APPROVED EQUAL. Actual Construction Combustible U Non-combustible LX Both ALSO PROVIDE ADEQUATE BRACING/SHORING AT ALL AREAS OF 14. SUPPLY AND INSTALL MIRRORS, TOILET TISSUE DISPENSERS, GRAB FLOOR/ROOF SLAB CUTTING. PROVIDE ALL SHORING(S), 7.0.4. CAULK AROUND ALL DOOR FRAMES BOTH SIDES, ALL CONTROL JOINTS, ALL 14. Mezzanine(s) Area m2 N/A 12.11 B-(8) 9.1041 BARS AND OTHER ITEMS AS INDICATED OR SHOWN ON PLANS' BRACING(S), BARRICADES, ETC' TO ACCOMPLISH ALL THE WORK IN 3.0.1. ALL THE WORK OF THIS DIVISION SHALL COMPLY WITH THE LATEST EDITION OF JOINTS BETWEEN METAL AND MASONRY SURFACES, AROUND PLUMBING FIXTURES 2 REFER TO THE WASHROOM ACCESSORIES LEGEND, ACCESSIBILITY AN APPROVED MANNER. CAN3-A23.1-M77, CAN3-A23.2-M1977. AND OTHER LOCATIONS SHOWN ON THE DRAWINGS. 15. Occupant Load Based On m/ person �X Design of building 11.17 9.91.1 NOTES AND STANDARD MOUNTING HEIGHTS PROVIDED IN THIS SET 7.0.5. VAPOUR BARRIER USED WITH FRICTION FIT INSULATION SHALL BE STANDARD Basement: Occupancy N/A Load - persons OF DRAWINGS. 18. CUT MEMBERS BY METHODS LEAST LIKELY TO DAMAGE THE 5.0.2. ALL CONCRETE USED SHALL BE READY MIXED HAVING A COMPRESSIVE STRENGTH MEMBERS TO BE RETAINED AND WORK ADJOINING. EXISTING OF 20 MPA AT 28 DAYS, EXCEPT AS NOTED. MINIMUM PORTLAND CEMENT COMMERCIAL QUALITY POLYETHYLENE FILM AT LEAST 6 MILS IN THICKNESS 1 st. Floor Occupancy 42 Load 1 persons ASSOC 15. PROVIDE ALL REQUIRED SUPPORT BEHIND FIXTURES, PARTITIONS, CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN CONTENT SHALL BE 310 KG/M3. CONFORMING WITH ALL TEST REQUIREMENTS To ASTM D697, D882 AND D1004. ACCESSORIES AND OTHER WALL MOUNTED FURNITURE, EQUIPMENT IVI UNDISTURBED AND PROTECTED FROM DAMAGE. WHERE SUCH 2nd. Floor Occupancy N/A Load persons OR CASEWORK. VERIFY EXISTING WALL CONSTRUCTIONS RECEIVING CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS 3.0.3. CONCRETE USED FOR FLOOR SLABS ON GRADE SHALL HAVE A MINIMUM 7.0.6. CLOSURES: .1 METAL: FABRICATED FROM THE SAME MATERIAL, GAUGE AND AV OF ;W NEW FIXTURES, PARTITIONS, ACCESSORIES AND OTHER WALL OF THIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THE COMPRESSIVE STRENGTH of 25 MPA AT 28 DAYS. MINIMUM PORTLAND CEMENT COLOUR AS EXISTING. 3rd. Floor Occupancy N/A Load - persons MOUNTED FURNITURE, EQUIPMENT OR CASEWORK HAVE ADEQUATE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE CONTENT SHALL BE 350 KG/M3. SUPPORT , AND UPGRADE AS NEEDED. OWNER. 7.OJ. EXTERIOR FASTENERS: SELF TAPPING NYLON, HEX HEADED SHEET METAL g F ❑ r °p 6.0.4. AIR CONTENT TO BE % EXCEPT FOR TROWELLED INTERIOR SLABS AND SCREWS. NYLON HEAD SHALL BE IN A MATCHING COLOUR TO BLEND WITH 1 b. Barrier - free Desi n Yes NO 18. 952 4 FOOTINGS. EXTERIOR STEEL AND SHALL HAVE A SEALING WASHER FLANGE AS AN INTEGRAL (explain) _ C� IURiiAI 16. REFER TO PROJECT SPECIFICATIONS FOR MANUFACTURE AND 19. WALLS, CEILINGS, FLOORS ETC. TO REMAIN, ADJACENT TO AREAS PART of THE HEAD ro FORM A wArERTICHr SEAL. P' gy NA MODELS OF ALL WASHROOM FIXTURES AND ACCESSORIES. OF WORK AND ALTERED AS NECESSARY TO COMPLETE THE WORK, 3.0.5. REINFORCING STEEL: BILLET STEEL, GRADE 400, DEFORMED BARS TO CSA ®® L'C C� •®® 17. Hazardous Substances Yes 0 No 1112, 11119 9.101.1. (4) ARE TO BE RESTORED, REPAIRED OR REPLACED TO THE EXISTING G30.12 M1977 UNLESS INDICATED OTHERWISE. 8311 17. FLOOR MOUNTED, OVERHEAD BRACED TOILET PARTITIONS TO BE CONDITION OR BETTER PRIOR TO THE COMMENCEMENT OF THE 8.0 DOORS & WINDOWS 18 Required Fire 12.220,-1.22.81 9.10,8, PROVIDED. OVERHEAD BRACING TO RETURN TO WALL AT EACH END. WORK. 3.0.6. CEMENT: NORMAL PORTLAND CEMENT To CAN3-A5-M1983. q Horizontal Assemblies Listed Design No. or ®•`.,®®®�®®s®'® PROVIDE INTERMEDIATE BRACING ON LONG RUNS. Resistance FRR ( Hours ) Description (SG-2) 12'14 9'109' 20. PATCH, FILL AND REPAIR ALL SURFACES DISTURBED, CUT, 3.0.7. WELDED WIRE MESH WHERE INDICATED ON THE DRAWINGS SHALL CONFORM TO 18. MILLWORK ELEVATIONS ARE SCHEMATIC FOR LAYOUT PURPOSES DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BY CSA G60.5-M1986. SIZES SHALL BE AS NOTED ON THE DRAWINGS. PROVIDE 8.0.1. HOLLOW METAL FRAMES SHALL BE 16 GA. MINIMUM ZINC COATING of 0.90 Rating (FRR) ONLY. REFER TO APPROVED MILLWORK SHOP DRAWINGS FOR ALTERATIONS OR REMOVAL WORK (INCLUDING DAMAGE CAUSED BY IN FLAT SHEETS ONLY. OZ/FT2 G-90 GAAVANIZED. EACH FRAME SHALL BE PROVIDED WITH 3 SINGLE Floors N/� Hours - MATERIALS AND SPECIFICATIONS. OTHER TRADES)AND AS REQUIRED TO PREPARE FOR NEW 3.0.8. CHAIRS (FOR WELDED STEEL WIRE FABRIC SUPPORT): SHALL BE TYPE B, No. 87, STUD DOOR SILENCERS. ROOF N/A Hours MATERIALS AND ARRANGEMENTS. SPRIET 19. ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL FINISH PRIOR TO 5/16" GAUGE GALVANIZED WIRE 3\° HIGH AS MANUFACTURED BY GUY GUENETTE 8.0.2. FRAMES TO BE WELDED SEAM TYPE AND SHALL HAVE HEAVY REINFORCEMENT AT INSTALLATION. ALL FLOORING FINISH MATERIAL SHALL BE 21. EXISTING DOORS AND FRAMES INDICATED TO BE REMOVED, INCLUDE LTD., ST. LAURANT, QUEBEC, (514)336-6344. APPROVED ALTERNATES WILL CORNERS, HINGE, STRIKE AND CLOSER LOCATIONS, AND SHALL BE PREPARED FOR Mezzanine N/A Hours = INSTALLED PRIOR TO MILLWORK INSTALLATION. REMOVAL OF BLOCKING, SHIMS, BACKER ROD, CAULKING AND BE ACCEPTED BY CONSULTANT. INSTALLATION OF TEMPLATED HARDWARE AND RUBBER DOOR SILENCERS. ALL HARDWARE. STRIKE, HINGE AND CLOSER REINFORCING SHALL BE PROTECTED ON ALL SIDES FRR of Supporting Listed Design No. or ASSOCIATES 3.0.9. SURFACE HARDENERS FOR PLAIN FLOORS (EXPOSED IN THE FINISHED STRUCTURE): WITH METAL GUARD BOXES. FRAME DEPTHS TO SUIT WALL THICKNESS. 20. REFER TO ROOM FINISH PLANS AND SCHEDULES FOR ALL ROOM FINISHES. 22. ALL EXISTING WALLS NOTED TO RECEIVE PAINT FINISH ARE TO BE NON-METALLIC TYPE RESISTANT To CALCIUM CHLORIDE, OIL AND GREASE Members Description (SG-2) PENETRATION, AND BE ONE OF THE FOLLOWING: 8.0.3. HOLLOW STEEL DOORS SHALL BE AS FOLLOWS: SANDED, SCRAPED, PATCHED AS REQUIRED TO CREATE A SMOOTH .1 SEALTIGHT TYPE R PREMIXED FLOOR HARDENER BY W.R. MEADOWS .1 EXTERIOR: 16 GA., MINIMUM ZINC COATING OF 0.90 OZ/FT2, G-90 Floors N/, Hours - 21. GENERAL CONTRACTOR TO COORDINATE ROUGH-IN OF ELECTRICAL SURFACE, UNLESS NOTED OTHERWISE, AND MADE READY FOR .2 TRAPROCK BY STERNSON CONSTRUCTION PRODUCTS GALVANIZED. WITH MILLWORK SUPPLIER AND COORDINATE ALL ELECTRICAL AND PAINTING REGARDLESS OF THE FINISH, SHEEN OR TEXTURE OF THE .3 MAXIMENT HD BY MASTER BUILDERS TECHNOLOGIES Roof N/A HOUfS I.T./DATA OUTLETS WITH ELECTRICAL DRAWINGS. LOCATIONS OF EXISTING PAINT. .4 SURFLEX BY THE EUCLID CHEMICAL COMPANY 8.0.4. DOORS SHALL BE CONSTRUCTED OF STEEL SHEETS WELDED TO 16 GAUGE OUTLETS TO BE VERIFIED WITH OWNER TO SUIT LOCATIONS OF VERTICAL STEEL STIFFENERS. VERTICAL DOOR SEAMS SHALL BE INTERLOCKED OWNER SUPPLIED APPLIANCES AND EQUIPMENT. 23. ALL FLOORS NOTED TO RECEIVE NEW FLOOR FINISH SHALL BE 5.0.10. CONCRETE FLOOR CURING AND SEALING COMPOUND: APPROVED CLEAR, ACRYLIC AND FULLY WELDED. ALL DOORS SHALL HAVE THE TOP AND BOTTOM EDGES Mezzanine N/,A Hours - PATCHED, GROUND SMOOTH, LEVELLED AND MADE READY TO POLYMER TYPE, FREE FLOWING LIQUID WHICH WILL ADHERE TO DAMP CONCRETE CLOSED WITH A CONTINUOUS CHANNEL. DOOR SHALL BE REINFORCED AT HINGE, 22. ALL INTERIOR PARTITION DIMENSIONS, FOR NEW WALLS ARE TO RECEIVE NEW FLOOR FINISH. AND MEETS THE MOISTURE RETENTION REQUIREMENTS TO ASTM C309, TYPE 1, LOCK AND CLOSER LOCATIONS. FIT ALL EXTERIOR DOORS WITH TOP WEATHER 19. Spatial Separation - Construction of Exterior Walls (walls existing - no change) 12.1. 9.10,140 FACE OF FINISHED WALL. CLASS B, AND WILL NOT AFFECT THE BOND OF FINISHED FLOOR ADHESIVES CAP. WQII Area of L.D. L/H Permitted Proposed FRR Listed Comb. Comb. Non- 24. PROVIDE TEMPORARY PROTECTION TO PREVENT DAMAGE FROM THE AND/OR JOINT SEALANTS: p L 1 M I T E 1 SEALTIGHT, VOCOMP-20 BY W.R. MEADOWS 8.0.6. SUBMIT SHOP DRAWINGS FOR DOORS, FRAMES, SCREENS, WINDOWS IN ACCORDANCE 2 O of O /o 23. ALL INTERIOR PARTITION DIMENSIONS, FOR EXISTING WALLS ARE WEATHER OR VANDALISM, AS WELL AS PROTECTION FOR THE .2 FLORTEC BY STERNSON CONSTRUCTION PRODUCTS WITH SECTION 1000 GENERAL REQUIREMENTS PRIOR To FABRICATION. (m ) (m) Or Max. /o of (Hours) Design Or Connt. Connt. None. Comb. TO FACE OF EXISTING FINISH. EXISTING DIMENSIONS ARE GENERAL PUBLIC THAT THE OWNERS BUSINESS OPERATIONS .3 ACRYSEAL BY MASTER BUILDERS TECHNOLOGIES H/L Openings Openings Description Cladding COnSt. architects PROVIDED SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR. ARE MINIMALLY DISTURBED. IN ADDITION, PROVIDE PROTECTION OF .4 RFZ-SFAL BY THE EUCLID CHEMICAL COMPANY 8.0.7. DOOR HARDWARE: CONTRACTOR TO SITE CONFIRM ALL DIMENSIONS PRIOR TO EXISTING EQUIPMENT DURING EXECUTION OF WORK. HARDWARE SELECTION BY OWNER. AN APPROVED HARDWARE LIST WILL BE NORTH - - - - - - COMMENCING WORK. 5.0.11. SAWCUT FILLER: SEALTIGHT REZI-WELD FLEX OR THOROC EP280 AS PREPARED AND SEPARATELY BID UNDER THE DIRECTION OF THE CONSULTANT 25. PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDING MANUFACTURED BY CHAMREX. AFTER AWARD OF THE CONTRACT. THE GENERAL CONTRACTOR SHALL ASSUME SOUTH - - - - - - - - - engineers 24. STEEL STUD CONTRACTOR TO SUBMIT SHOP DRAWINGS CERTIFIED OPERATIONS. MEETING THE OWNERS REQUIREMENTS. EMPLOY FULL RESPONSIBILITY FOR THE SUB-CONTRACT WHEN AWARDED. BY A PROFESSIONAL ENGINEER FOR REVIEW PRIOR TO ONLY SKILLED TRADESMEN TO PERFORM DEMOLITION WORK. DO 3.0.12. PLACE FABRIC REINFORCING ACCURATELY AND SECURE IN POSITION USING STEEL .2 THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE THE COST OF CONSTRUCTION, NOT USE CUTTING TORCHES FOR REMOVAL OF WORK UNTIL WORK CHAIRS SPECIFIED AND ANNEALED TIE WIRES. FABRIC TO SIT ON CHAIRS SPACED ALL LABOUR, MATERIALS, OVERHEAD AND PROFIT APPLICABLE TO THE EAST - - - - - - - 155 york street,london-N6A 1A8 AREA IS CLEARED OF FLAMMABLE MATERIALS, CUTTING TORCHES IN A 24" (600MM) GRID EACH WAY. THE FABRIC REINFORCING SHALL BE INSTALLATION OF ALL FINISHING HARDWARE. phone : (519) 672.4100 fax: (519) 433.9351 25. OFFSET WALLS WHERE GYPSUM BOARD THICKNESSES VARY TO MAY BE USED ONLY WITH THE OWNERS PERMISSION. LAPPED 6" (150MM)MINIMUM AND TIED SECURELY TO THE CHAIR. .3 ALL UNSPENT PORTIONS of THE ALLOWANCE SHALL BE CREDITED To THE WEST - - - - - - - - - - ENSURE THAT FINISH WALL SURFACES ARE FLUSH WITH EACH OWNER. a-mail mail@spriet.on.ca OTHER. 26. PROTECT ALL EXISTING PORTIONS OF THE EXISTING BUILDING TO 3.0.13. THE FLOOR SLAB SHALL BE POURED ON A LEVEL, WELL COMPACTED SUB-BASE. .4 SUBMIT SHOP DRAWINGS FOR DOORS AND FRAMES IN ACCORDANCE WITH 20. Plumbing Fixture Requirements X Part 3 Part 9 REMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERAL THE SUB-BASE MUST NOT DEVIATE BY MORE THAN (" (IOMM) IN EITHER WAY SECTION 01000 GENERAL REQUIREMENTS. INDICATE EACH TYPE OF DOOR AND 26. CONTROL JOINTS (C.J.) ARE TO BE PROVIDED AT A MAXIMUM OF CONTRACTOR IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BY FROM THE SPECIFIED PROFILE. FRAME, MATERIAL, STEEL CORE THICKNESSES, MORTISES, REINFORCEMENTS, Male/ Female Count @ 50 %/ 50 % Occupant OBC Table Fixtures Fixtures LOCATION OF EXPOSED FASTENERS, OPENINGS, GLAZING, LOUVRES, ARRANGEMENT except as noted otherwise Load Number Required Provided 25'-0" Q.G. FOR GYPSUM BOARD AND CONCRETE BLOCK WALLS. HIMSELF OR HIS/HER SUB-CONTRACTORS. 3.0.14. WATER-CEMENT RATIO MAY UNDER NO CIRCUMSTANCES EXCEED 0.55. THE OF HARDWARE AND FIRE RATING. INCLUDE SCHEDULE IDENTIFYING EACH UNIT TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL CONCRETE WORKABILITY MAY BE IMPROVED BY THE USE OF PLASTICIZERS. WITH DOOR MARKS AND NUMBERS RELATING TO NUMBERING ON DRAWINGS AND IN 1 st. Floor: Occupancy 42 25 31.4.3.4 1 / SEX 1 / SEX WASHROOM DRAWINGS FOR ADDITIONAL INFORMATION. 27. PROTECT ALL NEW DEMOLISHED OPENINGS PRIOR TO INSTALLATION THE DOOR SCHEDULE. 21 • Other; Occupant I®ae] t® �� ®Stud t® max. 2� OF NEW DOORS AND/OR CONSTRUCTION OF MASONRY INFILL, NEW 3.0.15. FLOOR SLABS SHALL BE PLACED BY A CONTINUOUS POUR THE LIMITS of EACH p p perS®Y1S 27. GENERAL CONTRACTOR TO CAULK AND SEAL ALL EXPANSION AND WALLS, PARTITIONS, ETC. ROOM. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH GOOD 9.0 FINISHES SAWCUT JOINTS AT ALL EXTERIOR/INTERIOR CONCRETE. CONSTRUCTION PRAcrlces. P G R A D E S 28. AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITION 28. HEAVY DASHED LINES INDICATES FIRE RESISTANCE RATING OR WORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH ANY 3.0.16. AREAS THAT Do NOT MEET THE REQUIRED SURFACE ACCURACY SHALL BE FIRE SEPARATION. TOP OF WALL TO BE COMPLETELY SEALED. REQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS CONDITION. RECTIFIED AS FOLLOWS AT THE CONTRACTOR'S EXPENSE: REFER TO FIRESTOPPING NOTES PROVIDED IN THIS SET OF .1 GRIND DOWN ANY AREAS HIGHER THAN 1/8 (3MM) ABOVE THE CORRECT 9.0.1. PROCEED WITH PAINTING ONLY WHEN SURFACES AND CONDITIONS ARE DRAWINGS AND PROJECT SPECIFICATIONS. 29. EXECUTE THE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER SURFACE. SATISFACTORY FOR PRODUCTION of A FIRST CLASS JOB. COMMENCEMENT of WORK SHALL WITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC OR THE .2 CORRECT ANY AREAS LOWER THAN 1/8 (3MM) BELOW THE CORRECT SURFACE IMPLY ACCEPTANCE OF CONDITIONS. FUNCTIONING OF THE EXISTING BUILDING. CONDUCT OPERATIONS BY GRINDING DOWN THE ADJACENT HIGH AREAS. 18 ���� STREET DEMOLITIONNOTES 3 ALL GRINDING SHALL BE CARRIED OUT BY AN APPROVED MACHINE OF A TYPE. 9.0.2. FINISHES AND SPECIFIED NUMBER OF PAINTING COATS ARE INTENDED TO COVER WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE THE SURFACE COMPLETELY. IF THEY DO NOT, APPLY ADDITIONAL COATS UNTIL COMPLETE THOROUGHFARES. AND CAPACITY SUITABLE FOR THE TOTAL AREA OF GRINDING INVOLVED UNTIL THE SURFACE MEETS THE SPECIFIED REQUIREMENTS. COVERAGE IS ACHIEVED. PORT 0�� � ���� 0 30. KEEP CLEAN ALL EXISTING SPACES AND PROPERTIES ADJACENT TO 6.0.17. ALL UNFORMED SURFACES SHALL BE FINISHED BY SCREEDING FOLLOWED BY 9.0.3. THE OWNER WILL PROVIDE A COLOUR FINISH SCHEDULE PRIOR TO FIELD PAINTING. 1. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL WORK AND DEMOLITION/CONSTRUCTION AREAS. ANY DEBRIS SHALL BE FLOATING. ITEMS NECESSARY FOR THE COMPLETION OF WORK. THE WORK REMOVED FROM WORK AREAS DAILY. KEEP ALL ADJOINING PUBLIC ALL BUILDING FLOOR SURFACES, UNLESS OTHERWISE SPECIFIED, AFTER WOOD 9.0.4. ALL EXPOSED METAL(FERROUS), STEEL DOORS AND FRAMES SHALL RECEIVE ONE SHALL BE REQUIRED WHETHER OR NOT SHOWN ON THE PLANS AREAS CLEAN DURING WORKING HOURS AND MAKE EVERY EFFORT FLOATING, SHALL BE FINISHED WITH A STEEL TROWEL OR FINISHING MACHINE. COAT ZINC CHROMATE PRIMER AND TWO COATS EXTERIOR ALKYD ENAMEL. AND/OR CONSTRUCTION DOCUMENTS, BUT ARE REASONABLE TO PROVIDE SAFE CONDITIONS FOR THE GENERAL PUBLIC AND THE TROWELLING SHALL BE CONTINUED UNTIL THE REQUIRED FINISH IS OBTAINED INFERABLE AS BEING. WORKERS. DURING WHICH TIME THE TEMPERATURE SHALL BE MAINTAINED AT A MINIMUM OF 9.0.5. ALL INTERIOR CONCRETE BLOCK WALLS SHALL RECEIVE ONE COAT BLOCK FILLER 10 DEGREES C. IN ORDER TO PREVENT EXCESS FINES FROM WORKING TO THE AND TWO COATS INTERIOR ACRYLIC LATEX, SEMI GLOSS FINISH. M�I�IR���P n f f r Y OF DD n M n nn 2. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE AND ANY 31. DEMOLISHED MATERIALS, UNLESS OTHERWISE NOTED, SHALL SURFACE, STEEL TROWEL FINISHING SHALL BE DELAYED UNTIL THE CONCRETE uvuUUU w u w u wuvu DISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TO BECOME THE PROPERTY OF THE CONTRACTOR. ACCUMULATION OF SURFACE CAN NO LONGER BE DENTED WITH THE FINGER. DRY CEMENT OR 9.0.6. ALL INTERIOR GYPSUM BOARD WALLS SHALL RECEIVE ONE COAT PRIMER AND TWO DEMOLITION. RUBBISH, DEMOLISHED MATERIALS ETC. ON SITE SHALL NOT BE CEMENT AND SAND SHALL NOT BE USED TO BLOT UP EXCESS WATER. COATS INTERIOR ACRYLIC LATEX, EGGSHELL FINISH. PERMITTED. ALL DEMOLITION MATERIAL SHALL BE REMOVED BY 3018 CONCRETE FLOOR SLABS SHALL HAVE SURFACES SEALED WITH ONE COAT OF drawing title 3. EXISTING ITEMS ARE PICTORIAL AND MAY NOT BE EXACTLY AS THE CONTRACTOR FROM THE SITE AND DISPOSED OF IN A PROPER . . . SHOWN ON DRAWINGS. NOT ALL FLOOR , WALL OR CEILING AND LEGAL MANNER. THE SELECTION OF THE DUMP SITE AND SPECIFIED SEALER AT A RATE of 7.2WRI LITRE STIR S.F./GAL.) APPLY IN MOUNTED EQUIPMENT, ACCESSORIES, SIGNAGE ETC. MAY BE DISPOSAL OF MATERIAL IS THE RESPONSIBILITY OF THE ACCORDANCE WITH MANUFACTURER'S WRITTEN INsrRucTlolvs. 5f C 1 F 1 C 14 f\T f CN 5 INDICATED. ALLOW FOR THE REMOVAL OF ALL EQUIPMENT, CONTRACTOR. 5.0.19. CONCRETE FLOOR SLABS ON GRADE WHICH WILL BE LEFT EXPOSED IN THE ACCESSORIES, SIGNAGE ETC. IN THE AREA OF WORK. FINISHED STRUCTURE SHALL HAVE ITS SURFACE HARDENED WITH AN APPLICATION �IATR I X OF THE SPECIFIED PRODUCT AT A RATE OF 4.0 KG/M2 (80 LBS/100 S.F.). 4. EXTENT OF BUILDING DEMOLITION IS INDICATED ON THE DRAWINGS. 2.0 SITE WORK APPLY IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE AND INSTRUCTIONS. COORDINATE WITH THE OWNER AND TENANT DEMOLITION PROCEDURES AND SEQUENCE AND TO ENSURE THE STABILITY AND 6.0.20. CUT SHRINKAGE JOINTS AS QUICKLY AS POSSIBLE AFTER THE CONCRETE HAS SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS. 2. .1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND SERVICES PRIOR HARDENED IN SUCH A WAY THAT THE EDGES of THE JOINTS DO NOT CRUMBLE. TO ANY EXCAVATIONS. WHEN SUCH SERVICES ARE ENCOUNTERED SAW CUTS SHALL BE 1/8 (3MM)WIDE WITH A DEPTH OF 1/3 of SLAB 5. BEFORE STARTING WORK, MAKE A THOROUGH EXAMINATION OF DURING EXCAVATION WORK, IMMEDIATELY NOTIFY THE OWNER AND THICKNESS. SAW CUT JOINTS SHALL BE MADE So THAT THE DISTANCE BETWEEN THOSE PORTIONS OF THE STRUCTURE IN WHICH THE WORK IS TO CONSULTANT. PROTECT, BRACE AND SUPPORT ENCOUNTERED JOINTS DOES NOT EXCEED 20'-0" (6100MM). BE PERFORMED. CHECK ALL THE WORK ADJOINING OR AT SERVICES. WHERE REPAIRS TO THESE SERVICES BECOME NECESSARY 6.0.21. FILL ALL sAWCUTS EXPOSED IN THE FINISHED BUILDING WITH SAWCUT FILLER date JAN. », 202 UNDERLYING LOCATIONS. REPORT TO THE ARCHITECT ANY AND DUE TO DAMAGE BY THE CONTRACTOR, REPAIR AT NO ADDITIONAL drawing no. ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE COST TO THE CONTRACT TO THE SATISFACTION OF THE OWNER. SPECIFIED. Scale AS NOTEID EFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. DO NOT START THE WORK UNTIL SUCH CONDITIONS 2.1.2. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIR drawn b HAVE BEEN EXAMINED AND A COURSE OF ACTION HAS BEEN TRADES OR OWN FORCES WITH MATERIALS TO MATCH EXISTING. y MUTUALLY AGREED UPON. 2.1.3. DO NOT SELL OR BURY MATERIALS ON SITE. project no. Al 1 22_ 32231 ISSUED FOR PERMIT 24-08-27 EXISTING ROOF EXISTING SECURITY PAD AND EXISTING ROOF OVERHANG ABOVE LIGHT SWITCH LOCATED IN TINS OVERHANG ABOVE AREA TO BE RELOCATED EXISTING (MOVE OVER IN THIS SAME EXISTING � 1 �� EXISTING CONC. PORT HOLE �® EXISTING LONG, AREA) TO SUIT NEW DOOR SIZE PORT HOLE �® SLAB ON GRADE, WINDOW SLAB ON GRADE, WINDOW UNFINISHED TO REMAIN UNFINISHED TO REMAIN REMOVE EXISTING DOOR 8 FRAME, D.O. D.O. MODIFY OPENING TO SUIT EXISTING EXISTING EXISTING EXISTING TAPERED COVERED INSTALLATION OF NEW 3'-2" DOOR d --n COVERED ENTRY COLUMN. COLUMN DOES ENTRY EXISTING FRAME W. POWER OPERATOR. REFER ENTRY NOT IMPEDE BARRIER ENTRY TO ELECTRICAL DRAWINGS FREE USAGE. SEE NEW B.F. DOOR i SECTION 101 1 AND FRAME i revisions date no. 105-1 / P1 EXISTING PORT HOLE WINDOW. INSTALL mill _�- - - - - - -�_ � � �� \ a COVER ON INTERIOR � ��`�� CONTRACTORS MUST CHECK AND EXISTING E LINIVERSAU I WITH REFLECTIVE VERIFY ALL DIMENSIONS AND REPORT EXISTING DISPLAY 1 MAL wASHR00 1 WINDOW FILM ANY DISCREPANCY TO THIS FIRM DISPLAY AREA 105 EXISTING AREA � BEFORE PROCEEDING WITH THE WORK DISPLAY PROVIDE SIGNAGE TO _ AREA READ: 04 r "MAXIMUM OCCUPANCY 25 a L A - detail no. Lu ------------------- PEOPLE rA z B - location sheetLu B C z FF, ,w� z C - detail sheet Q r� � 8 0 Lu Q EXISTING EXISTING z NEW FEMALE AREA OF ENTRY o < — z I - WASHROOM WASHROOM WORK � —�_ kn � � � � u�u 104 z LflAL OF 104 1 a \ O z p Lu L L II ' El i7� EXISTING w zQ 1 L-_J J -� i COVERED =�— — — — — P EXISTING -- ENTRY EXISTING/ VR WATER XISTI WATER EXISTING METER OTE: BLOCK WALL FURNAINC CE WATER METER NOTE: BLOCK WALL Q FURNACE T RMINATES AT THE 0 T RMINATES AT THE Q EXISTING T PERED LINE OF THE z Q EXISTING TAPERED LINE OF THE - � ''� MECH. OLUMN FACE.GYPSUM i�r U fK - MECH. OLUMN FACE.GYPSUM EXISTING LA ROOM )CARD FINISH EACH SIDE ------ a' O ROOM CAR[) FINISH EACH SIDE OFFICE a� Q X: FROM BLOCK TO EXISTING FROM BLOCK TO EXISTING z z � � EXTERIOR WALL EXTERIOR WALL x n� WEX4 �u ASSUMED WATER x EXISTING I EXISTING ,w ASSUMED WATER 9'-2 13'-5 T'-5 LINE LOCATION. I 1 ELECT. 4 2 4 TO 13'-5-'� l'-5-" LINE LOCATION. PANEL ELECT. 4 2 4 TO BE VERIFIED BY BE PANEL — — — — — —�= 6 BY CONTRACTOR 101-2 EXISTING EXISTING EXISTING Assoc OFFICE E EXISTING OVERHEAD MECH. OVERHEAD DOOR E -" ROOM DOOR ARCHITECTS 1z \ SCALD= � y SCALE= 1/4" _ 1'—O" gy NA c94,�URAA `►: `®® LICENCt ®®®a K� �� �, ® ®,lol®r!!!1!1!/®!®i i i® ®®i �I ® U/S OF EXISTING IVY � � III �S OVERHANG SPRI ET EXISTING ROOF ASSEMBLY (SHOWN SHADED). CONSTRUCTION 2 2 2'-3" 3'-2" 2'-I 2'-2 2" ASSOCIATES UNKNOWN EXISTING i � METAL 2" GYPSUM BOARD ;FLAN NG STEEL TRUSSES, SEE SIDING 5iI EXISTING BLOCK FOR SPACING 101 1 -4 13 a STEEL STUDS a 16 O.G.. WALL TO REMAIN EXISTING WINDOW. 3 2 EXISTING SOUND BATT INSULATION C VER INTERIOR WITH WINDOW z GYPSUM BOARD REFLECTIVE FILM0 P1 E - 3/4" PLYWOOD NEW W D.O. 6" STEEL JOISTS 6 16" O.C. � � @ L 1 M I T E[D 1/2" GYPSUM BOARD is EXISTING GONG. SLAB \ ON GRADE architects 2" GYPSUM BOARD i. - .. . . .. . . .. . .. : : L O N ID O N LTD _ (oil STEEL STUDS 0 16" O.G. EXISTING WALL TO 1/2" GYPSUM BOARD _ is ENLARGE OPENING TO SOUND BATT INSULATION REMAIN,CONSTRUCTION 6" STEEL STUDS 0 16" �i, SUIT INSTALLATION BF. DOOR AND engineers z GYPSUM BOARD O.C. W. SOUND BATT �i: EXISTING ROOF 155 york street,London-N6A 1A8 UNKNOWN i. INSULATION OVER ENTRY FRAME phone : (519) 672.4100 fax: (519) 433.9351 1/2" GYPSUM BOARD is BEYOND e-mail mail@spriet.on.ca P2 �^ 1/2 GYPSUM BOARD � X 16" STEEL STUDS 16" O.G. I A FA NEW UNIVERSAL/ _NEW EXTERIOR WALL MALE WASHROOM (540WN sADED, S D- CAL CONSTRUCTION UNKN® ) WASHROOM i; ><0 GYPSUM BOARD EXISTING WALL TO BE @ , UPGRADES z REMOVED i. Oil STEEL STUDS 0 16" O.C. 411, EXISTING TAPERED BUILDING P 3 COLUMN BEYOND. ENCLOSE 1 I T TSTREET �i COLUMN IN GYPSUM BOARD, is EXISTING PROVIDE FRAMING AS REQUIRED. STRUCTURE FOLLOW TAPER OF COLUMN FAGS. �; PORT U R E L 0 EXISTING GONG. PROVIDE SMALL GAP BETWEEN NOTE: WALLS BETWEEN MUSEUM AREA AND WASITROOMS TO SLAB ON GRADE COLUMN AND GYPSUM BOARD. �i, EXTEND TO U/S OF EXISTING CEILING. PROVIDE ACCESS FROM �i, EXISTING EXTERIOR AREA ABOVE MECHANICAL ROOM CONC, WALK BOTTOM EpGE OF EXISTING SUSPENIDEE)CEILING.CEILING is SLOPES UP ��//,,��p nn�� n �u/ 2 �u/M nn p EXISTING MUN0�0l�QL0 u OF B Q u HQM PORT HOLE EXISTING FOUNDATION S FOOTING WINDOW 101 1 105 1 104 1 ASSUMED,NOT VERIFIED NEW B.F. DOOR drawing title O AND FRAME D.O. =i r? �' PLAN INCz xDEMOLITION FLAN NUJ FLOOR PLAN NEW B.F. DOOR NEW DOOR 5CT I ON5 AND FRAME AND FRAME INTERIOR ELEVATIONS date JN. 19, 2024 drawing no. -FE=— E=- L- -F I CD N 2 scale : 45 NOTED SCALD= A2 2 scALE=-= i/4" _ 1'-o" A drawn by A project no. A2 22_ 32231 WASHROOM ACCESSORIES LEGEND ISSUEI] FOR PERMIT 24-08-27 OA TOILET TISSUE DISPENSER G SHELF aIN II UJALL MOUNTED, OIU THECRA BAR, IN LINE IUITN THE SAT OR LOCATED AS O REFER TO UNIVERSAL UJASI�R®®M ELEVATIONS AND STANDARD MOUNTING \( O mm)[ FER STANDARD MOUNTING HEIGHTS. REFER TO UNIVERSAL UJASHROOM HEIGHTS FOR MORE INFORMATION. ELEVATIONS FOR MORE INFORMATION. 5TAINLE55 STEEL SHELF 18"x4", FROST 950-4 _ _ _ A$ - NOT REQUIRED TO 5F 5ARRIER FREE / \ SURFACE MOUNT, 51NGLE ROLL TOILET FAFFR HOLDER. FR05T 1135-5 O COAT HOOK 18,8'1-18'i8" < F / CAN NOT FROJECT MORE THAN INI&` (50 mm) FROM FINISHED FACE OF UJALL. (460 / © PAPER TOWEL DISPENSER 4�0 mmJ STAINLESS, DOUBLF, FR05T 11395 - — — — — — --— LOCATED TO BF ACCE551BLE TO FERSON5 IN WHEELCHAIRS S OFFRABLE WITH @ / ONE LAND, REFER TO UNIVERSAL UJASHROOM ELEVATIONS AND STANDARD — — — �— — —� MOUNTING HEIGHT5 FOR MORE INFORMATION. FR05T CODE 103 OR EQUIVALENT. EMERGENCY CALL BUTTON41 ly STAINLESS STEEL TYPE 304 No. 4 BRUSHED FINISH SYSTEM c/w AUDIBLE AND VISUAL 51GNAL DEVICES INSIDE 4 OUTSIDE OF THE uu x I B - NOT REQUIRED TO BF BARRIER FREE UJHRM ACTIVATED FY A CONTROL DEVICE INSIDE THE UUHRM. EMERGENCY SIGN S.N.DSP. _ THAT CONTAINS THE LUORD5 "IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGN WILL ACTIVATE" IN LETTERS AT LEAST 25 mm (1") HIGH UJ/ A 5 mm \� © SOAP DISPENSER /6 ) 5TRO<E AND THAT IS F05TED 450VF THE EMERGENCY 5UTTON. REFER ALSO _ (P� - c) _moo TO ELECT. D � UJG5, DRAUJING5 4 STANDARD MOUNTING HEIGHTS. m @ \ O LOCATED TO BE ACCESSIBLE TO FER5ON5 IN UJHEELCHAIR5 4 OPERABLE UJITH @ O O / ONE HAND. REFER TO UNIVERSAL UJA5HROOM ELEVATIONS AND STANDARD C C) z MOUNTING HEIGHTS FOR MORE INFORMATION. - revisions date no. O SANITARY NAPKIN DISPOSAL FINISHED FLOOR \ / I C$ - NOT REQUIRED TO BF BARRIER FREE A5 5HOWN ON INTERIOR ELEVATIONS AND TO BE INSTALLED IN HAVE IN5ULATED PIPE5 OR WATER - - - TANK TYPE D15FEN5ER, VERTICAL MOUNT - FR05T 100A ACCORDANCE WITH THE CURRENT O.B.G. 5UPPLY TEMPERATURE LIMITED TO STAINLESS STEEL,FROST 622 A MAX. OF 43'C TO PREVENT BURN5 CONTRACTORS MUST CHECK AND AT MIRROR VERIFY ALL DIMENSIONS AND REPORT TAMPER RESISTANT MIRROR. INSTALLED ABOVE LAVATORY. REFER TO O GARBAGE RECEPTACLE ANY DISCREPANCY TO THIS FIRM UNIVERSAL UJASHROOM ELEVATIONS AND STANDARD MOUNTING HEIGHTS A5 5HOWN ON ELEVATIONS REFER TO FLOOR PLAN FOR LOGATION. BEFORE PROCEEDING WITH THE WORK FOR MORE INFORMATION. WALL MOUNTE[) REGEPTACLE WITH GALVANIZED LINER,FROST 303-3 o o D' - NOT REQUIRED TO 5E FARRIER FREE FROST STOCK SERIES MIRK®RS 941 1s°x3o" A - detail no. O29'%6" (160 mm)MIN. A© POWER DOOR OPERATOR (D.O.D.) B - location sheet �L O REQUIRED IF THE DOOR Is FQUIFFED UJITH A SELF-CL051NG DEVICE. REFER B C E 24 HORIZONTAL GRAB BAR TO STANDARD MOUNTING HEIGHTS 4 ELECTRICAL DRAUUING5 FOR MORE z IEMERGENCYPUSH C - detail sheet UJALL MOUNTED, HORIZONTALLY. REFER TO UNIVFR5AL WASHROOM ELEVATIONS INFORMATION. EMERGENCY BUTTON AN AND 5TANDARD MOUNTING HEIGHTS FOR MORE INFORMATION. AUDIBLE AND VISUAL SIG14 /� � FROST IOOINP @ WILL ACTIVATE EMERGENCY �t 51/8" (150 mm BUTTON OF CONTINUOUS 'L-SHAPED' GRAB BARCDT WALL MOUNTED 4 CONTINUOUS L=SHAPED FAR, REFER TO UNIVERSAL WASHROOM ELEVATIONS AND STANDARD MOUNTING HEIGHTS FOR MORE INFORMATION. ® ® FROST 1003NF 3Ox3O Ez 77 T.T.D. @ � Lu = X J�P�O, �G�QOJ� FINISHED FLOOR I � EXISTING *NOTE: $26N%6° (6(55 mm) HIGH BENEATH THE LAVATORY AT A MECH. POINT 8%6° (205 mm)BACK FROM THE FRONT LDGL. ASSOC ROOM �---� ARCHITECTS OF T! _ FAUGET�TO �`9� -�� --- --- -- THE EDGE OF ® m o THE BA51N OR SH1=LF NOT TO gy NA c14,.MURA ��� 0 0 l> L-� LIC CI x ffi x x p � VANITY 19 8" PROJECT ®® ®: SCALD= �/2" _ �'—O" T � `` c[1 MAX. (405 mm) MORE THAN �9 LLJ -i � 31�6" (100 mm) J @ < @zw c� flA HA @ � EXISTING - @ COVERED - SPRIET FINISHED ENTRY FLOOR NOTE: # INDICATES ITEM LOCATED NOT MORE THAN 24" ASSOCIATES (610 mm),MEA5URED HORIZONTALLY,FROM THE EDGE '8�6" MIN. (205 mm) P1 OF LAVATORY = - 111%6" (300 mm) ma R I E=—S FINISHED FLOOR M HAVE INSULATED PIPES OR WATER -T� H I SUPPLY TEMPERATURE LIMITED TO �— A MAX. OF 43°G TO PREVENT BURN5 L I M I T S N SCALD= �/2" _ -o� architects NEW UNIVERSAL/ El L(DNE:)ON LTA _ MALE WASHROOM L_ engineers orJ H 155 york street,london-N6A 1A8 phone : (519) 672.4100 fax: (519) 433.9351 E® L®I=— —F e-mail : mail@spriet.on.ca SCALE= OsOe WASHROOM P1 UPGRADES 18 PITT STREET 0 PORT RRRWELL, OIL NEW FEMALE WASHROOM 04 MU19I1MPWTY OF oAYHAM CO drawing title W,45I4 00 II=,4N P1 0 W,4514R00�l NOTES W. . 4CCESSOfRIES CEILING IL,4N date : JAN. le, 2024 drawing no. L_ scale : AS NOTED drawn by project no. A3 22_ 32231 ADDENDUM NO. 01 OWNER: The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON NOJ 1 YO J60b DATE: September 20, 2024 SPRIET ASSOCIATES PROJECT: Washroom Upgrade ENGINEERS&ARCHITECTS Port Burwell Marine Museum 155 York Street 18 Pitt Street, Port Burwell ON London,Ontario 1A8 Tel.(519)672-4104100 Fax(519)433-9351 JOB NUMBER: 223231 E-mail: mail@spriet.on.ca www.spriet.on.ca This Addendum forms part of the contract documents and is to be read, interpreted, and co-ordinated with all other parts. The cost of all contained herein is to be included in the contract sum. The following revisions supersede the information contained in the original drawings and specifications issued for the above-named project to the extent referenced and shall become part thereof. Acknowledge receipt of this Addendum by inserting its number and date on the Tender Form. Failure to do so may subject the Bidder to disqualification. Description: ITEM REFERENCE QUESTION 1 Is the Contractor responsible for the dumpster on site, portable toilet on site and building permit? Spriet Response The Contractor is responsible for the dumpster and portable toilet. The permit has been applied for and the Municipality is going to pay for the permit. 2 Please provide room dimensions. Please provide clarification for the ceiling joists. Spriet Response Drawings have been updated to include dimensions, as well as other additional information.All additional items are clouded. The ceiling joist are 6" structural steel studs, 18 gauge. 3 The plumbing wall between the two washrooms is labeled as P1. Should this be a 6 inch wall to accommodate a 6"vent stack? Spriet Response A 6"vent stack is not required.The required vent can be smaller and should not be an issue fitting the vent within the wall provided. -END OF ADDENDUM NO.1 - Washroom Upgrade Addenda#01 Page 1 GENERAL NOTES DEMOLITION NOTES (CONTINUED) 2.0 SITE WORK (CONTINUED) 5.0 METALS ONTARIO BUILDING ISSUED FOR PERMIT 24-08-2PERMIT REVISIONS 24-09-20 CODE CHECKLIST I. THESE DOCUMENTS WERE PREPARED UTILIZING INFORMATION 6. PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALL 2.1.4. EXCAVATIONS FOR FOUNDATIONS SHALL EXTEND A MINIMUM OF ONE 5.0.1. STRUCTURAL STEEL SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS of SUPPLIED BY OTHERS. THE CONTRACTOR IS TO VERIFY AND CALL TO THE ATTENTION OF THE ARCHITECT ANY DAMAGE, FOOT BEYOND THE EDGES OF ALL FOOTINGS, AND SHALL BE LEVELED CSA-S16 AND CSA-S136. FIRM NAME: DOCUMENT THE EXISTING SITE CONDITIONS. NO EXTRAS WILL BE CRACKS OR OTHER IMPERFECTIONS IN THE WORK ADJACENT TO OFF AND TAMPED SOLID. TAKE CARE NOT TO EXCAVATE TOO LOW. GRANTED FOR FAILURE TO DO SO. THE DEMOLITION AREAS. EXCAVATIONS CARRIED DEEPER THAN SHOWN ON THE DRAWINGS 5.0.2. ALL STRUCTURAL STEEL SHALL BE CAN/CSA-G.40.21 GRADE 300W. SPRIET ASSOCIATES LIMITED ARCHITECTS ASSOC WITHOUT APPROVAL BY THE CONSULTANT, WILL REQUIRE 155 YORI< STREET - .• 2. ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, 7. CONTRACTOR TO REMOVE, STORE, AND PROTECT EXISTING BACKFILLING WITH CONCRETE AT NO ADDITIONAL COST TO THE 5.0.3. STEEL ANGLE LINTELS AND OTHER MISCELLANEOUS METAL ITEMS SHALL RECEIVE PLUMBING AND ANY OTHER MATERIALS, PROCEDURES & EQUIPMENT NON-ATTACHED, MOVEABLE CABINETS, AND FURNITURE (TYP). OWNER. A SHOP COAT of ZINC-RICH PAINT ON LESS THAN 0.5 MILS IN THICKNESS, AND LONDON, ONTARIO OF SHALL ADHERE TO THE LATEST EDITION OF THE ONTARIO BUILDING COORDINATE WITH OWNER FOR RELOCATION OR RE-USE. WHERE CONTAINING NOT LESS THAN 95 %ZINC IN THE DRY FILM. N6A 1A8 2.1.5. DO NOT DISTURB THE BOTTOM OF EXCAVATIONS IN ANY WAY THAT CODE (O.B.C.) , MUNICIPAL SPECIFIC BY-LAWS WHERE THE WORK IS SUCH ITEMS ARE DAMAGED AS A RESULT OF THE OPERATIONS OF MAY ADVERSELY AFFECT THE LOAD BEARING VALUE. CERTIFICATE OF PRACTICE NUMBER: 1 307 BEING CONDUCTED, AND ALL OTHER REGULATORY BODIES HAVING THIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THE 6.0 WOOD & PLASTICS The Certificate of Practice Number JURISDICTION. CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE 2.1.6. THE CONTRACTOR SHALL AT ALL TIMES KEEP ALL EXCAVATIONS AND of the holder Is the holder'sBCDN Ci OWNER. TRENCHES DRY AND FREE FROM WATER AT THEIR OWN EXPENSE AND '. ®� etc ®®1 3. READ ARCHITECTURAL DRAWING NOTES AND DIMENSIONS IN SHALL BUILD DAMS, WATERCOURSES AND OTHER WORK NECESSARY Name Of Project: ®'®® CONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL, 8. COORDINATE WITH MECHANICAL, ELECTRICAL AND STRUCTURAL FOR THIS PURPOSE AND PROVIDE AND KEEP IN OPERATION PUMPS OF 6.0.1. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH NLGA STANDARD GRADING °®i 1' PLUMBING, SITE SERVICES, SITE PLANS, SHOP DRAWINGS, DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITION SUFFICIENT CAPACITY FOR THIS PURPOSE. RULES FOR CANADIAN LUMBER. FRAMING LUMBER, BLOCKING, NAILERS, ETC. WASHROOM UPGRADES SHALL BE No. 2 GRADE SPRUCE PINE FIR GROUP D. MOISTURE CONTENT SHALL STANDARD ABBREVIATIONS, MOUNTING HEIGHTS AND PROJECT REQUIREMENTS. Location: 2.1.7. PROMPTLY BACKFILL EXCAVATIONS AS THE WORK PROGRESSES, BUT BE 19 %OR LESS. The architect noted above has exercised responsible SPECIFICATIONS AND CONTRACT DOCUMENTS. DRAWINGS ARE TO ONTARIO control with respect to design activities. The architect's BE READ, NOT SCALED. 9. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND NOT BEFORE STRUCTURAL CONCRETE, MASONRY WALLS, PEDESTALS 18 PITT STREET PORT BURWELL, seal number is the arcnifecrsBCDN ELEVATION OF EXISTING UTILITY LINES IN DEMOLITION AREAS AND OTHER STRUCTURAL CONCRETE HAVE ATTAINED FULL 6.0.2. SPECIFIED HEREIN, OR REQUIRED FOR PROPER INSTALLATION of CARPENTRY AND 4. REFER TO PLANS, ELEVATIONS, SECTIONS, WALL TYPES AND BEFORE PROCEEDING WITH THE WORK. ANY INTERFERENCES WITH STRENGTH. STRUCTURAL WORK MUST BE INSPECTED PRIOR TO MILLWORK. FASTENINGS NOT SHOWN OR SPECIFIED SHALL BE OF A SUITABLE R BACKFILLING. BACKFILL EVENLY ON BOTH SIDES OF THE FOUNDATION QUALITY, SIZE, STRENGTH, FINISH, AND DURABILITY TO PROVIDE ADEQUATE O.B.C.B.C. ADDENDUM #1 REVISIONS 20-09-24 AD 01 DETAILS FOR TYPICAL CONSTRUCTION DETAILS AND NOTES DEMOLITION WORK SHALL BE REPORTED TO THE ARCHITECT. WALLS TO AVOID UNEQUAL PRESSURE ON WALLS. PERFORMANCE AND/OR APPEARANCE AS REQUIRED BY THEIR LOCATION IN THE (UNLESS NOTED OTHERWISE). WORK. ITEM ONTARIO BUILDING CODE DATA MATRIX PARTS 3 OR 9 REFERENCE 0. LOCATE, DISCONNECT, REMOVE AND/OR CAP ALL EXISTING UTILITY 2.1.8. IN BACKFILLED AREAS AND TRENCHES WHICH WILL BE UNDER FLOOR 5. ALL MATERIALS SHALL BE NEW AND ALL WORK SHALL BE OF THE LINES BY MEANS APPROVED BY THE RESPECTIVE UTILITY COMPANY SLABS, SIDEWALKS, ROADWAYS, ETC., THE CONTRACTOR SHALL 6.0.3. PLASTIC LAMINATE: SHALL CONFORM TO CAN3-AI72-M79, TYPE 1, GENERAL References areAor[C]forDn B nlessnC. revisions date no. HIGHEST QUALITY FOR THE TRADE INVOLVED. AND GOVERNING AUTHORITIES. RECORD UTILITY AND CAP PURPOSE, 1/16" NOMINAL THICKNESS. ALL PANELS SHALL BE BALANCED WITH [A]for Division Aor[C]for Division C. PROVIDE AND USE MECHANICAL COMPACTING EQUIPMENT, SUIT FOR LOCATIONS ON CONTRACTORS "AS-BUILT" DOCUMENTS. USE IN CONFINED SPACES AND SHALL PLACE THE BACKFILL .020'' BACKING SHEET. USE UREA RESIN ADHESIVE CONFORMING TO CSA 1 . PROJECT DESCRIPTION UJashr®®m Upgrades 0 New 0 Part 11 0 Part 3 0 Part 9 6. CONTRACTOR TO REVIEW AND VERIFY ALL CONSTRUCTION MATERIALS MAXIMUM 8" (200MM)DEEP LAYERS, AND COMPACT EACH 0112.5-M1977. PLASTIC LAMINATE SHALL HAVE SUEDE FINISH, COLOUR BY DOCUMENTS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT 11. PRIOR TO THE DEMOLITION OF ITEMS WHICH HAVE UTILITY LAYER TO 95% STANDARD PROCTOR DENSITY. WHEN NECESSARY, OWNER. 0 Addition 111 - 11.4, 1.12. (A) 1.1.2 (A) CONTRACTORS MUST CHECK AND PRIOR TO COMMENCING WORK. EXTRAS WILL NOT BE GRANTED FOR CONNECTIONS (WATER, GAS, ELECTRICITY, STEAM, ETC.) THE APPLY WATER, IN AMOUNTS AS DIRECTED BY CONSULTANT, TO THE FAILURE TO REVIEW, VERIFY AND COORDINATE. CONTRACTOR SHALL ARRANGE WITH THE OWNER TO LOCATE BACKFILL MATERIALS TO ACHIEVE THE DESIGNED AMOUNT OF 6.0.4. PARTICLE BOARD: UNLESS NOTED OTHERWISE, SHALL BE PARTICLE CORE BOARD 0 Change of Use ❑X Alteration 9.101.1 VERIFY ALL DIMENSIONS AND REPORT SHUTOFF VALVES, PANEL BOXES AND OTHER CONTROL ELEMENTS COMPACTION. (PCB), 120G THICKNESS AS NOTED ON THE DRAWINGS. APPLY PLASTIC ANY DISCREPANCY TO THIS FIRM LAMINATE TO ALL EXPOSED EDGES. 2. Major Occupancy s 42 1,1.2,1,0) 9.102 7. THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HAS SO THAT DAMAGE AND OTHER POTENTIALLY DANGEROUS l p y INCLUDED THE HIGHEST QUALITY AND GREATEST QUANTITY FOR SITUATIONS ARE AVOIDED. 2.1.9. ANY SURPLUS MATERIAL FROM CLEARING, STRIPPING, EXCAVATION OR 6.0.5. EDGING: SHALL BE PLASTIC LAMINATE, COLOUR To MATCH FACE PANELS, FIELD AD 01 3. Building Area (m2) Existing 232 m2 New : - Total 232 m2 1.41.2 [A] 1.412 [A] BEFORE PROCEEDING WITH THE WORK THE PURPOSE OF RESOLVING ANY CONFLICTS IN THE GRADING OPERATIONS NOT REQUIRED ON THE PROJECT SHALL BE APPLIED To MANUFACTURER'S SPECIFICATIONS. CONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED. 12. MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUT REMOVED FROM SITE BY THE CONTRACTOR. 4. Gross Area Existing . 232 m2 New : - Total : 232 m2 1.41.2 [A] 1.412 [A] EXTRAS WILL NOT BE GRANTED FOR FAILING TO IDENTIFY AND THE BUILDING DURING DEMOLITION WORK, AS WELL AS, 2.1.10. REMOVE ANY CONTAMINATED OR DANGEROUS MATERIALS 6.0.6. FITMENT FRAMING: PINE, To NLGA(STANDARD GRADING RULES FOR CANADIAN 5. Number of Storeys Above G 1 Below Grade : 1.41.2 [A] 1.412 [Al A - detail n0. QUESTION ANYTHING CONFLICTING OR UNCLEAR. RECONSTRUCTION WORK. PROVIDE ALL NECESSARY TEMPORARY ENCOUNTERED DURING EXCAVATION FROM SITE AND DISPOSE OF IN A LUMBER, 1987) 115A, No. I COMMON. y rA LIGHTING, PARTITIONS, DUST COVERS, DROP CLOTHES, ETC. SAFE MANNER. 12.11 9.104 8. REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL, AND 6.0.7. PLYWOOD: SPRUCE, THICKNESS AS NOTED ON THE DRAWING. B - location sheet PLUMBING DRAWINGS FOR ADDITIONAL NOTES, DETAILS AND 13. IF REQUIRED CLOSE OFF EXISTING SUPPLY/ RETURN PIPES, DUCTS, 2.1.11. INTERIOR BACKFILL: TO THE U/S OF GRANULAR 'A' BASE NOTED ON 6. Number of Streets/ Fire Fighter Access 1 12.210. 3.2.5 9.1020 B C INFORMATION. ETC. FEEDING EXISTING ROOMS TO PREVENT DUST/DEBRIS ENTRY. DRAWINGS SHALL BE GRANULAR 'B'. 6.0.8. SUBMIT SHOP DRAWINGS SAND SAMPLES IN ACCORDANCE WITH SECTION 01000 GENERAL REQUIREMENTS FOR ALL MILLWORK ITEMS. INDICATE DETAILS OF 7. Building Classification 3.2.2.20 12.220-1.22.83 9.102 C - detail sheet 9. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO 14. DEMOLISH INDICATED STRUCTURES IN AN ORDERLY AND 2.1.12. EXTERIOR BACKFILL: UNDER CONCRETE SLABS AND SITE CONSTRUCTION, PROFILES, JOINTING, FASTENING AND OTHER RELATED DETAILS. COORDINATE, LOCATE AND CONFIRM ALL SINK, UNDERGROUND / RESPONSIBLE MANNER. STRUCTURES, TO THE U/S OF GRANULAR 'A' BASE NOTED ON INDICATE ALL MATERIALS, THICKNESSES, FINISHES AND HARDWARE. 8. Sprinkler System Proposed entire building 12.220-1.22.81 9.1082. OVERHEAD PLUMBING AND ELECTRICAL STUB-UPS. DRAWINGS SHALL BE GRANULAR 'B'. 15. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH 7.O THERMAL & MOISTURE PROTECTION 0 selected compartments 1,215. 10. VERIFY LOCATIONS OF ALL ROOF AND WALL PENETRATIONS WITH ADJACENT STRUCTURES MAINTAIN TEMPORARY PROTECTED 2.1.13. EXTERIOR BACKFILL: UNDER SOD OR LANDSCAPED AREAS, SHALL BE STRUCTURAL, PLUMBING, MECHANICAL, AND ARCHITECTURAL EGRESS AND ACCESS AT ALL TIMES. PROVIDE, ERECT, AND SITE MATERIAL, CLEAN AND FREE OF DEBRIS. TOPSOIL IMPORTED BY selected floor areas 12.217. DRAWINGS. MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. THE OWNER TO THE SITE SHALL BE INSTALLED BY THE CONTRACTOR. basement L�] in lieu of roof rating Index Index 2.1.14. GRANULAR 'A' MATERIAL, SHALL BE CLEAN, CRUSHED ROCK, FREE OF 7.0.1. EXTERIOR CAULKING: SHALL BE THREE-PART EPDXIDIZED POLYURETHANE not required 11. LOCATION OF EXHAUST FANS AND VENTS TO BE VERIFIED WITH 16. WHERE EXISTING CONSTRUCTION IS TO BE ALTERED, PROVIDE LUMPS OF CLAY CONFORMING TO OPSS.PROV FORM 1010. TFRPOLYMFR SEALANT "DYMERIC" AS MANUFACTURED BY TREMCo q THE MECHANICAL/ELECTRICAL ENGINEERS PRIOR TO TEMPORARY BRACING AND/OR SHORING AS REQUIRED UNTIL THE MANUFACTURING Co. (CANADA), OR APPROVED EQUAL, MEETING THE 9. Standpipe required 0 Yes 0 NO 12.9 N/A INSTALLATION. PROVIDE ALL REQUIRED MOUNTING HARDWARE AND WORK IS SAFELY COMPLETED. IF THE STABILITY OF ADJACENT 2.1.15. GRANULAR 'B' MATERIAL CONFORMING TO OPSS.PROV FORM 1010. REQUIREMENTS of CGSB CAN 2-19.24-M80. COLOURS TO BE SELECTED BY ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION.. STRUCTURES APPEARS THREATENED OR IN DOUBT, CEASE THE OWNER. 10. Fire Alarm required Yes ❑X NO 12.4 9.1018 OPERATIONS AND NOTIFY ARCHITECT AND OWNER IMMEDIATELY, DO 2.1.16. CONCRETE BACKFILL: 15 MPA OR AS APPROVED BY CONSULTANT. 12. ALL FINISHES AND FINISH MATERIALS, COLOURS OR TEXTURES NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE 7.0.2. INTERIOR CAULKING: (WITH THE EXCEPTION OF EXPANSION JOINTS AND 11 . Water Service/ Supply is Adequate ❑X Yes 0 NO 12.0 N/A SHALL BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION, BEEN TAKEN. 2.1.17. WATER SERVICE: BEDDING MATERIAL, TYPE I COARSE SAND. PERIMETERS OF WASHROOM FIXTURES)SHALL BE NON-STAINING ONE PART FABRICATION OR ORDERING. ACRYLIC TERPOLYMER SEALANT "MONO 555'' AS MANUFACTURED BY TREMCO 12. High Building 0 Yes ❑X No 1,2.6, N/A 17. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OF 2.1.18. APPROVED BACKFILL: NATIVE ON SITE MATERIAL. MANUFACTURING OF O. (CASB 9 GP,OR APPROVED EQUAL, MEETING THE 13. Construction Restrictions Combustible Non-combustible X Both 12220-1.2283 9.106 16. BARRIER-FREE WASHROOM STALLS AND ACCESSORIES TO BE EXISTING MASONRY WALLS BEARING AND NON-BEARING TO INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE RECEIVE NEW MASONRY OPENINGS TYP. TOOTH NEW OPENINGS 3.0 CONCRETE permitted required 7.0.3. CAULKING FOR PERIMETER OF WASHROOM FIXTURES: SILICONE CONTAINING I y ONTARIO BUILDING CODE. WITH NEW MASONRY AND PATCH EXISTING FINISHES TO REMAIN. SUITABLE FUNGICIDE SUCH AS "TREMSIL 600", OR APPROVED EQUAL. Actual Construction Combustible U Non-combustible LX Both ALSO PROVIDE ADEQUATE BRACING/SHORING AT ALL AREAS OF 14. SUPPLY AND INSTALL MIRRORS, TOILET TISSUE DISPENSERS, GRAB FLOOR/ROOF SLAB CUTTING. PROVIDE ALL SHORING(S), 7.0.4. CAULK AROUND ALL DOOR FRAMES BOTH SIDES, ALL CONTROL JOINTS, ALL 14. Mezzanine(s) Area m2 N/A 12.11 B-(8) 9.1041 BARS AND OTHER ITEMS AS INDICATED OR SHOWN ON PLANS' BRACING(S), BARRICADES, ETC' TO ACCOMPLISH ALL THE WORK IN 3.0.1. ALL THE WORK OF THIS DIVISION SHALL COMPLY WITH THE LATEST EDITION OF JOINTS BETWEEN METAL AND MASONRY SURFACES, AROUND PLUMBING FIXTURES 2 REFER TO THE WASHROOM ACCESSORIES LEGEND, ACCESSIBILITY AN APPROVED MANNER. CAN3-A23.1-M77, CAN3-A23.2-M1977. AND OTHER LOCATIONS SHOWN ON THE DRAWINGS. 15. Occupant Load Based On m/ person �X Design of building 11.17 9.91.1 NOTES AND STANDARD MOUNTING HEIGHTS PROVIDED IN THIS SET 7.0.5. VAPOUR BARRIER USED wlrH FRICTION FIT INSULATION SHALL BE STANDARD Basement: Occupancy N/A Load - persons OF DRAWINGS. 18. CUT MEMBERS BY METHODS LEAST LIKELY TO DAMAGE THE 5.0.2. ALL CONCRETE USED SHALL BE READY MIXED HAVING A COMPRESSIVE STRENGTH MEMBERS TO BE RETAINED AND WORK ADJOINING. EXISTING OF 20 MPA AT 28 DAYS, EXCEPT AS NOTED. MINIMUM PORTLAND CEMENT COMMERCIAL QUALITY POLYETHYLENE FILM AT LEAST 6 MILS IN THICKNESS 1 st. Floor Occupancy 42 Load 1 persons ASSOC 15. PROVIDE ALL REQUIRED SUPPORT BEHIND FIXTURES, PARTITIONS, CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN CONTENT SHALL BE 310 KG/M3. CONFORMING WITH ALL TEST REQUIREMENTS To ASTM D697, D882 AND D1004. ACCESSORIES AND OTHER WALL MOUNTED FURNITURE, EQUIPMENT IVI UNDISTURBED AND PROTECTED FROM DAMAGE. WHERE SUCH 2nd. Floor Occupancy N/A Load persons OR CASEWORK. VERIFY EXISTING WALL CONSTRUCTIONS RECEIVING CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS 3.0.3. CONCRETE USED FOR FLOOR SLABS ON GRADE SHALL HAVE A MINIMUM 7.0.6. CLOSURES: .1 METAL: FABRICATED FROM THE SAME MATERIAL, GAUGE AND AV OF ;W NEW FIXTURES, PARTITIONS, ACCESSORIES AND OTHER WALL OF THIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THE COMPRESSIVE STRENGTH OF 25 MPA AT 28 DAYS. MINIMUM PORTLAND CEMENT COLOUR AS EXISTING. 3rd. Floor Occupancy N/A Load - persons MOUNTED FURNITURE, EQUIPMENT OR CASEWORK HAVE ADEQUATE CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE CONTENT SHALL BE 350 KG/M3. SUPPORT , AND UPGRADE AS NEEDED. OWNER. 7.OJ. EXTERIOR FASTENERS: SELF TAPPING NYLON, HEX HEADED SHEET METAL g F ❑ r °A 6.0.4. AIR CONTENT TO BE % EXCEPT FOR TROWELLED INTERIOR SLABS AND SCREWS. NYLON HEAD SHALL BE IN A MATCHING COLOUR TO BLEND WITH 1 b. Barrier - free Desi n Yes NO 18. 952 4 FOOTINGS. EXTERIOR STEEL AND SHALL HAVE A SEALING WASHER FLANGE AS AN INTEGRAL (explain) _ C� IURiiAI 16. REFER TO PROJECT SPECIFICATIONS FOR MANUFACTURE AND 19. WALLS, CEILINGS, FLOORS ETC. TO REMAIN, ADJACENT TO AREAS PART of THE HEAD ro FORM A wArERTICHr SEAL. P' gy NA MODELS OF ALL WASHROOM FIXTURES AND ACCESSORIES. OF WORK AND ALTERED AS NECESSARY TO COMPLETE THE WORK, 3.0.5. REINFORCING STEEL: BILLET STEEL, GRADE 400, DEFORMED BARS TO CSA ®® L'C C� •®® 17. Hazardous Substances Yes 0 No 1112, 11119 9.101.1. (4) ARE TO BE RESTORED, REPAIRED OR REPLACED TO THE EXISTING G30.12 M1977 UNLESS INDICATED OTHERWISE. 8311 17. FLOOR MOUNTED, OVERHEAD BRACED TOILET PARTITIONS TO BE CONDITION OR BETTER PRIOR TO THE COMMENCEMENT OF THE 8.0 DOORS & WINDOWS 18 Required Fire 12.220,-1.22.81 9.10,8, PROVIDED. OVERHEAD BRACING TO RETURN TO WALL AT EACH END. WORK. 3.0.6. CEMENT: NORMAL PORTLAND CEMENT To CAN3-A5-M1983. q Horizontal Assemblies Listed Design No. or ®•`.,®®®�®®s®'® PROVIDE INTERMEDIATE BRACING ON LONG RUNS. Resistance FRR ( Hours ) Description (SG-2) 12'14 9'109' 20. PATCH, FILL AND REPAIR ALL SURFACES DISTURBED, CUT, 3.0.7. WELDED WIRE MESH WHERE INDICATED ON THE DRAWINGS SHALL CONFORM TO 18. MILLWORK ELEVATIONS ARE SCHEMATIC FOR LAYOUT PURPOSES DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BY CSA G60.5-M1986. SIZES SHALL BE AS NOTED ON THE DRAWINGS. PROVIDE 8.0.1. HOLLOW METAL FRAMES SHALL BE 16 GA. MINIMUM ZINC COATING of 0.90 Rating (ERR) ONLY. REFER TO APPROVED MILLWORK SHOP DRAWINGS FOR ALTERATIONS OR REMOVAL WORK (INCLUDING DAMAGE CAUSED BY IN FLAT SHEETS ONLY. oZ/FT2 G-90 GAAVANIZED. EACH FRAME SHALL BE PROVIDED WITH 3 SINGLE Floors N/� Hours - MATERIALS AND SPECIFICATIONS. OTHER TRADES)AND AS REQUIRED TO PREPARE FOR NEW 3.0.8. CHAIRS (FOR WELDED STEEL WIRE FABRIC SUPPORT): SHALL BE TYPE B, No. 87, STUD DOOR SILENCERS. ROOF N/A Hours MATERIALS AND ARRANGEMENTS. SPRIET 19. ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL FINISH PRIOR TO 5/16" GAUGE GALVANIZED WIRE 3\° HIGH AS MANUFACTURED BY GUY GUENETTE 8.0.2. FRAMES TO BE WELDED SEAM TYPE AND SHALL HAVE HEAVY REINFORCEMENT AT INSTALLATION. ALL FLOORING FINISH MATERIAL SHALL BE 21. EXISTING DOORS AND FRAMES INDICATED TO BE REMOVED, INCLUDE LTD., ST. LAURANT, QUEBEC, (514)336-6344. APPROVED ALTERNATES WILL CORNERS, HINGE, STRIKE AND CLOSER LOCATIONS, AND SHALL BE PREPARED FOR Mezzanine N/A Hours = INSTALLED PRIOR TO MILLWORK INSTALLATION. REMOVAL OF BLOCKING, SHIMS, BACKER ROD, CAULKING AND BE ACCEPTED BY CONSULTANT. INSTALLATION OF TEMPLATED HARDWARE AND RUBBER DOOR SILENCERS. ALL HARDWARE. STRIKE, HINGE AND CLOSER REINFORCING SHALL BE PROTECTED ON ALL SIDES FRR of Supporting Listed Design No. or ASSOCIATES 3.0.9. SURFACE HARDENERS FOR PLAIN FLOORS (EXPOSED IN THE FINISHED STRUCTURE): WITH METAL GUARD BOXES. FRAME DEPTHS TO SUIT WALL THICKNESS. 20. REFER TO ROOM FINISH PLANS AND SCHEDULES FOR ALL ROOM FINISHES. 22. ALL EXISTING WALLS NOTED TO RECEIVE PAINT FINISH ARE TO BE NON-METALLIC TYPE RESISTANT To CALCIUM CHLORIDE, OIL AND GREASE Members Description (SG-2) PENETRATION, AND BE ONE OF THE FOLLOWING: 8.0.3. HOLLOW STEEL DOORS SHALL BE AS FOLLOWS: SANDED, SCRAPED, PATCHED AS REQUIRED TO CREATE A SMOOTH .1 SEALTIGHT TYPE R PREMIXED FLOOR HARDENER BY W.R. MEADOWS .1 EXTERIOR: 16 GA., MINIMUM ZINC COATING OF 0.90 OZ/FT2, G-90 Floors N/, Hours - 21. GENERAL CONTRACTOR TO COORDINATE ROUGH-IN OF ELECTRICAL SURFACE, UNLESS NOTED OTHERWISE, AND MADE READY FOR .2 TRAPROCK BY STERNSON CONSTRUCTION PRODUCTS GALVANIZED. WITH MILLWORK SUPPLIER AND COORDINATE ALL ELECTRICAL AND PAINTING REGARDLESS OF THE FINISH, SHEEN OR TEXTURE OF THE .3 MAXIMENT HD BY MASTER BUILDERS TECHNOLOGIES Roof N/A HOUfS I.T./DATA OUTLETS WITH ELECTRICAL DRAWINGS. LOCATIONS OF EXISTING PAINT. .4 SURFLEX BY THE EUCLID CHEMICAL COMPANY 8.0.4. DOORS SHALL BE CONSTRUCTED OF STEEL SHEETS WELDED TO 16 GAUGE OUTLETS TO BE VERIFIED WITH OWNER TO SUIT LOCATIONS OF VERTICAL STEEL STIFFENERS. VERTICAL DOOR SEAMS SHALL BE INTERLOCKED OWNER SUPPLIED APPLIANCES AND EQUIPMENT. 23. ALL FLOORS NOTED TO RECEIVE NEW FLOOR FINISH SHALL BE 5.0.10. CONCRETE FLOOR CURING AND SEALING COMPOUND: APPROVED CLEAR, ACRYLIC AND FULLY WELDED. ALL DOORS SHALL HAVE THE TOP AND BOTTOM EDGES Mezzanine N/,A Hours - PATCHED, GROUND SMOOTH, LEVELLED AND MADE READY TO POLYMER TYPE, FREE FLOWING LIQUID WHICH WILL ADHERE TO DAMP CONCRETE CLOSED WITH A CONTINUOUS CHANNEL. DOOR SHALL BE REINFORCED AT HINGE, 22. ALL INTERIOR PARTITION DIMENSIONS, FOR NEW WALLS ARE TO RECEIVE NEW FLOOR FINISH. AND MEETS THE MOISTURE RETENTION REQUIREMENTS TO ASTM C309, TYPE 1, LOCK AND CLOSER LOCATIONS. FIT ALL EXTERIOR DOORS WITH TOP WEATHER 19. Spatial Separation - Construction of Exterior Walls (walls existing - no change) 12.1. 9.10,140 FACE OF FINISHED WALL. CLASS B, AND WILL NOT AFFECT THE BOND OF FINISHED FLOOR ADHESIVES CAP. WQII Area of L.D. L/H Permitted Proposed FRR Listed Comb. Comb. Non- 24. PROVIDE TEMPORARY PROTECTION TO PREVENT DAMAGE FROM THE AND/OR JOINT SEALANTS: p L 1 M I T E 1 SEALTIGHT, VOCOMP-20 BY W.R. MEADOWS 8.0.6. SUBMIT SHOP DRAWINGS FOR DOORS, FRAMES, SCREENS, WINDOWS IN ACCORDANCE 2 O of O /o 23. ALL INTERIOR PARTITION DIMENSIONS, FOR EXISTING WALLS ARE WEATHER OR VANDALISM, AS WELL AS PROTECTION FOR THE .2 FLORTEC BY STERNSON CONSTRUCTION PRODUCTS WITH SECTION 1000 GENERAL REQUIREMENTS PRIOR To FABRICATION. (m ) (m) Or Max. /o of (Hours) Design Or Connt. Connt. None. Comb. TO FACE OF EXISTING FINISH. EXISTING DIMENSIONS ARE GENERAL PUBLIC THAT THE OWNERS BUSINESS OPERATIONS .3 ACRYSEAL BY MASTER BUILDERS TECHNOLOGIES H/L Openings Openings Description Cladding ConSt. architects PROVIDED SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR. ARE MINIMALLY DISTURBED. IN ADDITION, PROVIDE PROTECTION OF .4 RFZ-SFAL BY THE EUCLID CHEMICAL COMPANY 8.0.7. DOOR HARDWARE: CONTRACTOR TO SITE CONFIRM ALL DIMENSIONS PRIOR TO EXISTING EQUIPMENT DURING EXECUTION OF WORK. HARDWARE SELECTION BY OWNER. AN APPROVED HARDWARE LIST WILL BE NORTH - - - - - - COMMENCING WORK. 5.0.11. SAWCUT FILLER: SEALTIGHT REZI-WELD FLEX OR THOROc EP280 AS PREPARED AND SEPARATELY BID UNDER THE DIRECTION OF THE CONSULTANT 25. PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDING MANUFACTURED BY CHAMREX. AFTER AWARD OF THE CONTRACT. THE GENERAL CONTRACTOR SHALL ASSUME SOUTH - - - - - - - - - engineers 24. STEEL STUD CONTRACTOR TO SUBMIT SHOP DRAWINGS CERTIFIED OPERATIONS. MEETING THE OWNERS REQUIREMENTS. EMPLOY FULL RESPONSIBILITY FOR THE SUB-CONTRACT WHEN AWARDED. BY A PROFESSIONAL ENGINEER FOR REVIEW PRIOR TO ONLY SKILLED TRADESMEN TO PERFORM DEMOLITION WORK. DO 3.0.12. PLACE FABRIC REINFORCING ACCURATELY AND SECURE IN POSITION USING STEEL .2 THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE THE COST OF CONSTRUCTION, NOT USE CUTTING TORCHES FOR REMOVAL OF WORK UNTIL WORK CHAIRS SPECIFIED AND ANNEALED TIE WIRES. FABRIC TO SIT ON CHAIRS SPACED ALL LABOUR, MATERIALS, OVERHEAD AND PROFIT APPLICABLE TO THE EAST - - - - - - - 155 york street,london-N6A 1A8 AREA IS CLEARED OF FLAMMABLE MATERIALS, CUTTING TORCHES IN A 24" (600MM) GRID EACH WAY. THE FABRIC REINFORCING SHALL BE INSTALLATION OF ALL FINISHING HARDWARE. phone : (519) 672.4100 fax: (519) 433.9351 25. OFFSET WALLS WHERE GYPSUM BOARD THICKNESSES VARY TO MAY BE USED ONLY WITH THE OWNERS PERMISSION. LAPPED 6" (150MM)MINIMUM AND TIED SECURELY To THE CHAIR. .3 ALL UNSPENT PORTIONS of THE ALLOWANCE SHALL BE CREDITED To THE WEST - - - - - - - - - - ENSURE THAT FINISH WALL SURFACES ARE FLUSH WITH EACH OWNER. a-mail mail@spriet.on.ca OTHER. 26. PROTECT ALL EXISTING PORTIONS OF THE EXISTING BUILDING TO 3.0.13. THE FLOOR SLAB SHALL BE POURED ON A LEVEL, WELL COMPACTED SUB-BASE. .4 SUBMIT SHOP DRAWINGS FOR DOORS AND FRAMES IN ACCORDANCE WITH 20. Plumbing Fixture Requirements X Part 3 Part 9 REMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERAL THE SUB-BASE MUST NOT DEVIATE BY MORE THAN (" (IOMM) IN EITHER WAY SECTION 01000 GENERAL REQUIREMENTS. INDICATE EACH TYPE OF DOOR AND 26. CONTROL JOINTS (C.J.) ARE TO BE PROVIDED AT A MAXIMUM OF CONTRACTOR IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BY FROM THE SPECIFIED PROFILE. FRAME, MATERIAL, STEEL CORE THICKNESSES, MORTISES, REINFORCEMENTS, Male/ Female Count @ 50 %/ 50 % Occupant OBC Table Fixtures Fixtures LOCATION OF EXPOSED FASTENERS, OPENINGS, GLAZING, LOUVRES, ARRANGEMENT except as noted otherwise Load Number Required Provided 25'-0" Q.G. FOR GYPSUM BOARD AND CONCRETE BLOCK WALLS. HIMSELF OR HIS/HER SUB-CONTRACTORS. 3.0.14. WATER-CEMENT RATIO MAY UNDER NO CIRCUMSTANCES EXCEED 0.55. THE OF HARDWARE AND FIRE RATING. INCLUDE SCHEDULE IDENTIFYING EACH UNIT TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL CONCRETE WORKABILITY MAY BE IMPROVED BY THE USE OF PLASTICIZERS. WITH DOOR MARKS AND NUMBERS RELATING TO NUMBERING ON DRAWINGS AND IN 1 st. Floor: Occupancy 42 25 31.4.3.4 1 / SEX 1 / SEX WASHROOM DRAWINGS FOR ADDITIONAL INFORMATION. 27. PROTECT ALL NEW DEMOLISHED OPENINGS PRIOR TO INSTALLATION THE DOOR SCHEDULE. 21 . Other: Occupant load t® �� ®Stud t® max. 2� �rS®Y1S OF NEW DOORS AND/OR CONSTRUCTION OF MASONRY INFILL, NEW 3.0.15. FLOOR SLABS SHALL BE PLACED BY A CONTINUOUS POUR THE LIMITS of EACH p p p 27. GENERAL CONTRACTOR TO CAULK AND SEAL ALL EXPANSION AND WALLS, PARTITIONS, ETC. ROOM. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH GOOD 9.0 FINISHES SAWCUT JOINTS AT ALL EXTERIOR/INTERIOR CONCRETE. CONSTRUCTION PRAcrlces. P G R A D E S 28. AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITION 28. HEAVY DASHED LINES INDICATES FIRE RESISTANCE RATING OR WORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH ANY 3.0.16. AREAS THAT DO NOT MEET THE REQUIRED SURFACE ACCURACY SHALL BE FIRE SEPARATION. TOP OF WALL TO BE COMPLETELY SEALED. REQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS CONDITION. RECTIFIED AS FOLLOWS AT THE CONTRACTOR'S EXPENSE: REFER TO FIRESTOPPING NOTES PROVIDED IN THIS SET OF .1 GRIND DOWN ANY AREAS HIGHER THAN 1/8 (3MM) ABOVE THE CORRECT 9.0.1. PROCEED WITH PAINTING ONLY WHEN SURFACES AND CONDITIONS ARE DRAWINGS AND PROJECT SPECIFICATIONS. 29. EXECUTE THE DEMOLITION IN AN ORDERLY AND CAREFUL MANNER SURFACE. SATISFACTORY FOR PRODUCTION of A FIRST CLASS JOB. COMMENCEMENT of WORK SHALL WITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC OR THE .2 CORRECT ANY AREAS LOWER THAN 1/8 (3MM) BELOW THE CORRECT SURFACE IMPLY ACCEPTANCE OF CONDITIONS. FUNCTIONING OF THE EXISTING BUILDING. CONDUCT OPERATIONS BY GRINDING DOWN THE ADJACENT HIGH AREAS. 18 ITT STREET DEI\��/�/IOLITION NOTES 3 ALL GRINDING SHALL BE CARRIED OUT BY AN APPROVED MACHINE OF A TYPE. 9.0.2. FINISHES AND SPECIFIED NUMBER OF PAINTING COATS ARE INTENDED TO COVER WITH MINIMUM INTERFERENCE TQ PUBLIC OR PRIVATE THE SURFACE COMPLETELY. IF THEY DO NOT, APPLY ADDITIONAL COATS UNTIL COMPLETE THOROUGHFARES. AND CAPACITY SUITABLE FOR THE TOTAL AREA OF GRINDING INVOLVED UNTIL THE SURFACE MEETS THE SPECIFIED REQUIREMENTS. COVERAGE IS ACHIEVED. PORT �� � ���� may, l��Alj'30. KEEP CLEAN ALL EXISTING SPACES AND PROPERTIES ADJACENT TO 6.0.17. ALL UNFORMED SURFACES SHALL BE FINISHED BY SCREEDING FOLLOWED BY 9.0.3. THE OWNER WILL PROVIDE A COLOUR FINISH SCHEDULE PRIOR TO FIELD PAINTING. 1. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL WORK AND DEMOLITION/CONSTRUCTION AREAS. ANY DEBRIS SHALL BE FLOATING. ITEMS NECESSARY FOR THE COMPLETION OF WORK. THE WORK REMOVED FROM WORK AREAS DAILY. KEEP ALL ADJOINING PUBLIC ALL BUILDING FLOOR SURFACES, UNLESS OTHERWISE SPECIFIED, AFTER WOOD 9.0.4. ALL EXPOSED METAL(FERROUS), STEEL DOORS AND FRAMES SHALL RECEIVE ONE SHALL BE REQUIRED WHETHER OR NOT SHOWN ON THE PLANS AREAS CLEAN DURING WORKING HOURS AND MAKE EVERY EFFORT FLOATING, SHALL BE FINISHED WITH A STEEL TROWEL OR FINISHING MACHINE. COAT ZINC CHROMATE PRIMER AND TWO COATS EXTERIOR ALKYD ENAMEL. AND/OR CONSTRUCTION DOCUMENTS, BUT ARE REASONABLE TO PROVIDE SAFE CONDITIONS FOR THE GENERAL PUBLIC AND THE TROWELLING SHALL BE CONTINUED UNTIL THE REQUIRED FINISH IS OBTAINED INFERABLE AS BEING. WORKERS. DURING WHICH TIME THE TEMPERATURE SHALL BE MAINTAINED AT A MINIMUM OF 9.0.5. ALL INTERIOR CONCRETE BLOCK WALLS SHALL RECEIVE ONE COAT BLOCK FILLER 10 DEGREES C. IN ORDER TO PREVENT EXCESS FINES FROM WORKING TO THE AND TWO COATS INTERIOR ACRYLIC LATEX, SEMI GLOSS FINISH. MU N���P n L��Y OF DD n �f H n nn 2. ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE AND ANY 31. DEMOLISHED MATERIALS, UNLESS OTHERWISE NOTED, SHALL SURFACE, STEEL TROWEL FINISHING SHALL BE DELAYED UNTIL THE CONCRETE uvu uU w u w u wuvu DISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TO BECOME THE PROPERTY OF THE CONTRACTOR. ACCUMULATION OF SURFACE CAN NO LONGER BE DENTED WITH THE FINGER. DRY CEMENT OR 9.0.6. ALL INTERIOR GYPSUM BOARD WALLS SHALL RECEIVE ONE COAT PRIMER AND TWO DEMOLITION. RUBBISH, DEMOLISHED MATERIALS ETC. ON SITE SHALL NOT BE CEMENT AND SAND SHALL NOT BE USED TO BLOT UP EXCESS WATER. COATS INTERIOR ACRYLIC LATEX, EGGSHELL FINISH. PERMITTED. ALL DEMOLITION MATERIAL SHALL BE REMOVED BY 3018 CONCRETE FLOOR SLABS SHALL HAVE SURFACES SEALED WITH ONE COAT OF drawing title 3. EXISTING ITEMS ARE PICTORIAL AND MAY NOT BE EXACTLY AS THE CONTRACTOR FROM THE SITE AND DISPOSED OF IN A PROPER . . . SHOWN ON DRAWINGS. NOT ALL FLOOR , WALL OR CEILING AND LEGAL MANNER. THE SELECTION OF THE DUMP SITE AND SPECIFIED SEALER AT A RATE of 7.2WRI LITRE STIR S.F./GAL.) APPLY IN MOUNTED EQUIPMENT, ACCESSORIES, SIGNAGE ETC. MAY BE DISPOSAL OF MATERIAL IS THE RESPONSIBILITY OF THE ACCORDANCE WITH MANUFACTURER'S WRITTEN INsrRucTlolvs. 5f C 1 F 1 C 14 f\T f CN 5 INDICATED. ALLOW FOR THE REMOVAL OF ALL EQUIPMENT, CONTRACTOR. 5.0.19. CONCRETE FLOOR SLABS ON GRADE WHICH WILL BE LEFT EXPOSED IN THE ACCESSORIES, SIGNAGE ETC. IN THE AREA OF WORK. FINISHED STRUCTURE SHALL HAVE ITS SURFACE HARDENED WITH AN APPLICATION �IATR I X OF THE SPECIFIED PRODUCT AT A RATE OF 4.0 KG/M2 (80 LBS/100 S.F.). 4. EXTENT OF BUILDING DEMOLITION IS INDICATED ON THE DRAWINGS. 2.0 SITE WORK APPLY IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE AND INSTRUCTIONS. COORDINATE WITH THE OWNER AND TENANT DEMOLITION PROCEDURES AND SEQUENCE AND TO ENSURE THE STABILITY AND 6.0.20. CUT SHRINKAGE JOINTS AS QUICKLY AS POSSIBLE AFTER THE CONCRETE HAS SAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS. 2. .1. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND SERVICES PRIOR HARDENED IN SUCH A WAY THAT THE EDGES OF THE JOINTS DO NOT CRUMBLE. TO ANY EXCAVATIONS. WHEN SUCH SERVICES ARE ENCOUNTERED SAW CUTS SHALL BE 1/8 (3MM)WIDE WITH A DEPTH OF 1/3 of SLAB 5. BEFORE STARTING WORK, MAKE A THOROUGH EXAMINATION OF DURING EXCAVATION WORK, IMMEDIATELY NOTIFY THE OWNER AND THICKNESS. SAW CUT JOINTS SHALL BE MADE So THAT THE DISTANCE BETWEEN THOSE PORTIONS OF THE STRUCTURE IN WHICH THE WORK IS TO CONSULTANT. PROTECT, BRACE AND SUPPORT ENCOUNTERED JOINTS DOES NOT EXCEED 20'-0" (6100MM). BE PERFORMED. CHECK ALL THE WORK ADJOINING OR AT SERVICES. WHERE REPAIRS TO THESE SERVICES BECOME NECESSARY 6.0.21. FILL ALL sAWCUTS EXPOSED IN THE FINISHED BUILDING WITH SAWCUT FILLER date JAN. », 202 UNDERLYING LOCATIONS. REPORT TO THE ARCHITECT ANY AND DUE TO DAMAGE BY THE CONTRACTOR, REPAIR AT NO ADDITIONAL drawing no. ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE COST TO THE CONTRACT TO THE SATISFACTION OF THE OWNER. SPECIFIED. scale AS NOTEID EFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. DO NOT START THE WORK UNTIL SUCH CONDITIONS 2.1.2. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIR drawn b HAVE BEEN EXAMINED AND A COURSE OF ACTION HAS BEEN TRADES OR OWN FORCES WITH MATERIALS TO MATCH EXISTING. y MUTUALLY AGREED UPON. 2.1.3. DO NOT SELL OR BURY MATERIALS ON SITE. project no. Al 1 22_ 32231 ISSUED FOR PERMIT 24-08-27 32'-24" PERMIT REVISIONS 24-09-20 EXISTING SECURITY PAD AND EXISTING ROOF EXISTING ROOF OVERHANG ABOVE LIGHT SWITCH LOCATED IN TINS OVERHANG ABOVE AREA TO BE RELOCATED EXISTING ��4 (MOVE OVER IN THIS SAME EXISTING � 1 �� EXISTING CONC. PORT HOLE �® EXISTING LONG, AREA) TO SUIT NEW DOOR SIZE PORT HOLE �® SLAB ON GRADE, WINDOW SLAB ON GRADE, WINDOW UNFINISHED TO REMAIN UNFINISHED TO REMAIN REMOVE EXISTING DOOR 8 FRAME, D.O. I D.O. MODIFY OPENING TO SUIT EXISTING EXISTING EXISTING TAPERED COVERED EXISTING INSTALLATION OF NEW 3'-2" DOOR d --n COVERED ENTRY COLUMN. COLUMN DOES ENTRY EXISTING FRAME W. POWER OPERATOR. REFER ENTRY NOT IMPEDE BARRIER ENTRY TO ELECTRICAL DRAWINGS FREE USAGE. SEE NEW B.F. DOOR ADDENDUM #1 REVISIONS 20-09-24 AD 01 i SECTION 101 1 AND FRAME i revisions date no. 105 1 H K P1 EXISTING PORT HOLE WINDOW. INSTALL _�— — — — — — —�_ El � �� ;� \ a COVER ON INTERIOR � ��`�� CONTRACTORS MUST CHECK AND EXISTING E RSAL/ I A WITH REFLECTIVE VERIFY ALL DIMENSIONS AND REPORT EXISTING DISPLAY _1 ALE WASH o 1 WINDOW FILM ANY DISCREPANCY TO THIS FIRM DISPLAY AREA 105 EXISTING AREA r 0 L F BEFORE PROCEEDING WITH THE WORK DISPLAY NN AREA PROVIDE SIGNAGE TO N C � J A2 r "MAXIMUM OCCUPANCY 25 a L A - detail n0. LLI '00 1 r------------------ PEOPLE E rA Lu U z M Q/ -4 - B - location sheet B C om F, � z � C - detail sheet m � � Qr� � 8 J =i<r� "� 0 Lu Q EXISTING EXISTING z NEW FEMALE AREA OF ENTRY o n z � I - WASHROOM A D 01rA '" WASHROOM WORK �n Lu W La �� 104 z LL O 1041 K a Lu \ O z p Lu X w (z � J EXISTING w Lu -q i __J = i COVERED P 1 EXISTIN62J -- ENTRY EXIFIN�p ISTI WATER XISTI WATER EXISTING WATE METER OTE: BLOCK WALL :4 FURNACE WATER METER OTE: BLOCK WALL a FURNAC€ R � � T RMINATES AT THE 0 T RMINATES AT THE Q EXISTING T PERED LINE OF THE -z Q EXISTING TAPERED LINE OF THE - " MECH. OLUMN FACE.GYPSUM C� fK - MECH. OLUMN FACE.GYPSUM EXISTINGLA ROOM BOARD FINISH EACH SIDE -_------ a' o ROOM CARD FINISH EACH SIDE OFFICE FROM BLOCK TO EXISTING FROM BLOCK TO EXISTING z z � � EXTERIOR WALL EXTERIOR WALL x n� WExi �u ASSUMED WATER x EXISTING I EXISTING ,w ASSUMED WATER 9'-2-" 13'-5-" T'-5-" LINE LOCATION. 1 I I ELECT. 4 2 4 13'-5 1'_5-" LINE LOCATION. PANELTO ELECT, 2 TO BE VERIFIED - — — — — — — —�= BY BE PANEL — — — — — —�= L WA BY CONTRACTOR 101 2 EXISTING EXISTING EXISTING ASSOC OFFICE E EXISTING OVERHEAD MECH. OVERHEAD DOOR E -" ROOM DOOR ) y SCALE= 1/4" _ 1'—O" H. C� � `®® LICENCt ®®®a K� �� �, ® ®,lol®r!!!1!1!/®!®i i i® ®®i �I ® U/S OF EXISTING IVY � � III �S OVERHANG SPRI ET EXISTING ROOF ASSEMBLY (SHOWN SHADED). CONSTRUCTION 2 -24112'-3" 3'-2" 2'-I 2'-2 " ASSOCIATES UNKNOWN EXISTING METAL 2" GYPSUM BOARD EXISTING STEEL TRUSSES, SEE SIDING 5iI EXISTING BLOCK 101 1 3 a STEEL STUDS 'a I(o PLAN FOR SPACING O.G.. WALL TO REMAIN EXISTING WINDOW. 3 2 EXISTING SOUND BATT INSULATION C VER INTERIOR WITH 1 / WINDOW N i z GYPSUM BOARD REFLECTIVE FILM P1 E - 3/4" PLYWOOD � NEW (oil JOISTS 6 Ill O.C. D.O. @ L 1 M I T E 1/2" GYPSUM BOARD is EXISTING GONG. SLAB ON GRADE architects 44 2" GYPSUM BOARD i. -.... . .. . .. . .. : : L O N O N LTD _ K/" STEEL STUDS 0 16" O.G. EXISTING WALL TO 1/2" GYPSUM BOARD �§ _ � : ENLARGE OPENING TO SOUND BATT INSULATION4 REMAIN, (o" STEEL STUDS 0 16" �i, SUNEW BF. DOOR AND IT INSTALLATION OF engineers z GYPSUM BOARD O.C. W. SOUND BATT �i: EXISTING ROOF 155 york street,London-N6A 1A8 UNKNOWN i. i INSULATION � OVER ENTRY FRAME phone : (519) 672.4100 fax: (519) 433.9351 /2" GYPSUM BOARD is BEYOND e-mail mail@spriet.on.ca P2 1/2" GYPSUM BOARD � 6" STEEL STUDS Q I6 IIIp" O.C. A EE X —F —F E=— L- NEW UNIVERSAL/ _ EXISTNG EXTERIOR WALL , (SHOWN SHADED, SCLD- MALE WASHROOM CONSTRUCTION UNKNOWN) 05 i WASHROOM X/ O i„ EXISTING WALL TO BE @ , UPGRADES z GYPSUM BOARD REMOVED i. Oil STEEL STUDS 0 16" O.C. i; EXISTING TAPERED BUILDING P 3 COLUMN BEYOND. ENCLOSE 1 I T TSTREET �i COLUMN IN GYPSUM BOARD, I--- is EXISTING PROVIDE FRAMING AS REQUIRED. i. STRUCTURE FOLLOW TAPER OF COLUMN FACE. EXISTING GONG. PROVIDE SMALL GAP BETWEEN PORT BURWELL, ON NOTE: WALLS BETWEEN MUSEUM AREA AND WASHROOMS TO SLAB ON GRADE COLUMN AND GYPSUM BOARD. �i, EXTEND TO U/S OF EXISTING CEILING. PROVIDE ACCESS FROM �i, EXISTING EXTERIOR AREA ABOVE MECHANICAL ROOM CONC, WALK BOTTOM EpGE OF EXISTING SUSPENDED CEILING.CEILING is SLOPES UP ��//,,��pp�nn�� n �u/ 2 �u/M nn p EXISTING �V�U uU 0 0 l�Q 0 u lr Q u Lf1J Q uVu PORT HOLE EXISTING FOUNDATION S FOOTING WINDOW 101 1 105 1 104 1 ASSUMED,NOT VERIFIED NEW B.F. DOOR drawing title O D.O. AND FRAME =i r? �' PLAN T W ° T >" DEMOLITION FLAN NUJ FLOOR PLAN NEW B.F. DOOR NEW DOOR 5CT I ON5 AND FRAME AND FRAME INTERIOR ELEVATIONS —F I date : J,4N. le, 2024 drawing no. L- -F 2 scale : 45 NOTE SCALD= A2 2 scALE=-= 1'—o" A drawn by A project no. A2 22_ 32231 WASHROOM ACCESSORIES LEGEND ISSUED FOR PERMIT 24-08-27 PERMIT REVISIONS 24-09-20 OA TOILET TISSUE DISPENSER SHELF a1N II UJA MOUNTED, OIU THECRA BAR, IN SIN IUITN THE SCAT OR LOCATED AS O REFER TO UNIVERSAL UJASIFR®®M ELEVATIONS AND STANDARD MOUNTING \\(4 Omni)[ FER STANDARD MOUNTING HEIGHTS. REFER TO UNIVERSAL UJASPROOM HEIGHTS FOR MORE INFORMATION. E/zELEVATIONS FOR MORE INFORMATION. STAINLESS STEEL SELF 18"x4", FROST 950- A$ - NOT REQUIRED TO 5F 5ARRIER FREE / \ SURFACE MOUNT, SINGLE ROLL TOILET FAFER FOLDER. FROST 1135-5 O 18,8 COAT HOOK "-18'i8" < F� / CAN NOT FROJECT MORE THAN INI& 400` (50 mm) FROM FINISHED FACE OF WALL. / © PAPER TOWEL DISPENSER STAINLESS, DOUISLE, FROST 11395 mrnJ m - — — — — — r--— LOCATED TO F3E ACCESSISLE TO FERSONS IN WHEELCHAIRS S OFERASLE UUITN / ONE LAND, REFER TO UNIVERSAL WASHROOM ELEVATIONS AND STANDARD - - �- - - MOUNTING HEIGHTS FOR MORE INFORMATION. FR05T CODE 103 OR EQUIVALENT. EMERGENCY CALL BUTTON 1 I STAINLESS STEEL TYPE 304 No. 4 5RUSHED FINISH SYSTEM c/w AUDIBLE AND VISUAL SIGNAL DEVICES INSIDE 4 OUTSIDE OF THE `" 1 ° L x B* - NOT REQUIRED TO BE BARRIER FREE WHRM ACTIVATED E3Y A CONTROL DEVICE INSIDE THE WARM. EMERGENCY SIGN S.N.DSP. _ THAT CONTAINS THE LUORD5 "IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGN WILL ACTIVATE" IN LETTERS AT LEAST 25 mm (1") HIGH UU/ A 5 mm \w © SOAP DISPENSER /6 ) STROKE 5TRO<E AND THAT IS 05T ® 450VF THE EMERGENCY 5UTTON. REFER ALSO _ CZ (P� - c) _moo // TO ELECT. DWGS, DRAWINGS 4 STANDARD MOUNTING HEIGHTS. m O � O LOCATED TO BE ACCESSIBLE TO FERSONS IN WHEELCHAIRS 4 OFERABLE WITH ca ? o ADDENDUM #1 REVISIONS 20-09-24 AD 01 QF Q / ONE LAND. REFER TO UNIVERSAL UJA5PR00M ELEVATIONS AND STANDARD z MOUNTING HEIGHTS FOR MORE INFORMATION. - revisions Gate no. SANITARY NAPKIN DISPOSAL JO FINISHED FLOOR \ / I C$ - NOT REQUIRED TO BE BARRIER FREE AS 5POWN ON INTERIOR ELEVATIONS AND TO BE INSTALLED IN NAVE INSULATED FIFES OR WATER — — — TANK TYFE DI5FEN5ER, VERTICAL MOUNT - FROST 100A ACCORDANCE WITH THE CURRENT O.B.G. 5UFFLY TEMPERATURE LIMITED TO STAINLESS STEEL,FROST 622 A MAX. OF 43'C TO PREVENT BURNS CONTRACTORS MUST CHECK AND MIRROR VERIFY ALL DIMENSIONS AND REPORT TAMPER RESISTANT MIRROR. INSTALLED ABOVE LAVATORY. REFER TO OK GARBAGE RECEPTACLE ANY DISCREPANCY TO THIS FIRM UNIVERSAL WASHROOM ELEVATIONS AND STANDARD MOUNTING HEIGHTS AS SHOWN ON ELEVATION5 REFER TO FLOOR PLAN FOR LOGATION. BEFORE PROCEEDING WITH THE WORK FOR MORE INFORMATION. WALL MOUNTED REGEPTACLE WITH GALVANIZED LINER,FROST 303-3 o o D, - NOT REQUIRED TO BE BARRIER FREE FROST STOCK SERIES MIRRORS 941 15°x3(o" A - detail n0. 291%6" (160 O mm)MIN. A© POWER DOOR OPERATOR (D.O.D.) B - location sheet �L REQUIRE-[) IF THE DOOR IS FQUIFFED UUITH A SELF-CL051NG DEVICE. REFER ��c OE 24 HORIZONTAL GRAB BAR TO STANDARD MOUNTING HEIGHT5 4 ELECTRICAL DRAWINGS FOR MORE z IEMERGENCYPENT USH C - detail sheet WALL MOUNDED, HORIZONTALLY. REFER TO UNIVERSAL WASHROOM ELEVATIONS INFORMATION. EMERGENCY BUTTON AN AND STANDARD MOUNTING HEIGHTS FOR MORE INFORMATION. AUDIBLE AND VISUAL SIG FROST IOOINP WILL ACTIVATE EMERGENCY �t 4�4 5�8" (150 mm BUTTON OF CONTINUOUS 'L-SHAPED' GRAB BAR WALL MOUNTED 4 CONTINUOUS L=5HAFED BAR. REFER TO UNIVERSAL WASHROOM ELEVATIONS AND STANDARD MOUNTING HEIGHTS FOR MORE INFORMATION. z S. .DS . ® ® FROST 1003NF 3Ox3O Ez 77 T.T.D. � LLI = X 0 S J�Qc,�O FINISHED FLOOR ` Q A�� P Q�� OPQ1Q`, RL �Q- - Q0�5 5 EXISTING *NOTE: 261%6° (6(55 mm) HIGH BENEATH THE LAVATORY AT A MECH. POINT 8%6° (205 mm)BACK FROM THE FRONT EDGE. Assoc ROOM �---� o �., x E ECTS ® -T E _ °1 HIT E 0 FAUGET�TO --- ---� - 0- -- -�- --- -- C --- --- - LO THE EDGE OF c9i1tiAURA E'�+ ® O O o — THE BA51N OR SHELF NOT TO �� � OO l> L-� '� ® * 600mm MIN. VANITY 191�8" PROJECT ®® LIC C q ffi � 1 >q � � TO 1500mm MAX. �,® 19 ®®q� SCALE ,/2" _ ,'—O" BEYOND DOOR SWING MAX (455 mm) MORE THAN f➢� L J FLu Q WHEN DOOR OPENS 31%6" (100 mm) TOWARDS CONTROL � Q, Q 7 EXISTING � r1�� COVERED � � � � � -II SPRIET FINISHI-D ENTRY FLOOR ASSOCIATES NOTE: # INDICATES ITEM LOCATED NOT MORE THAN 24" (610 mm),MEASURED HORIZONTALLY,FROM THE EDGE (205 mm) MIN. � � POF LAVATORY 20 11%6" (300 mm) ma AD 0� m FINISHED FLOOR M I HAVE INSULATED FIFES OR WATER SUPPLY TEMPERATURE LIMITED TO N �— A MAX. OF 430G TO FREVENT 5URN5 L 1 M I T E � NEW UNIVERSAL/ El architects MALE WASHROOM LON �ON LTD _ L_ engineers orJW jonk E3 H 155 york street,london-N6A 1A8 phone : (519) 672.4100 fax: (519) 433.9351 L®I=— —F e-mail : mail@spriet.on.ca 1 SCALE= ,/2" _ ,'—o TEE " AD 1 WASHROOM OOe 0 P1 � D FRAME UPGRADES OOR 8�c SCHEDULE � DOOR FRAME REMARKS 1 PITT STREET �01 TAG ROOM NAME MATERIAL ELEV. FINISH DOOR SIZE MATERIAL ELEV. FINISH 101-1 ENTRY HM DA PAINT 3'-2" WIDE x 1'-01' PIGH NM PAINT PORT BUR WELL, ELL' O NEW FEMALE 104-1 UNISEX W.R. HM DA PAINT 3'-2" WIDE x 7'-0" NIGH HM FA PAINT WASHROOM 105-1 uNls€x W.R. NM DA FAINT 3'-2" WIDE x T'-O" 1-4IG�4 PM FA FAINT 04 MUNMPbW7Y OF o AYHA ] co drawing title DOOR TYPES FRAME TYPES STANDARDS W,45� OOI l II=,4N DOORS&FRAMES: PAINT,SEMI GLOSS LATEX,P W,451 4RCO� y, I OT 5 O COLOUR TO BE SELECTED BY OWNER /� W 4CGE55ORIE5 CEILING FL,4N DA FA date : JAN. le, 2024 drawing no. L_ scale : AS NOTED SCALE= ,/2" _ ,'—o'° drawn by A3 ABBREVIATIONS ANOD ANODIZED MDR. MATCALUM ALUMINUM HM HOLLOH DOOR HEAD HEIGHT TGL TMETAL SWCEMP[)ROD GLLACSORE project no. EX EXISTING PRE PRE FINISHED 223231 ADDENDUM NO. 02 OWNER: The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON NOJ 1 YO J60b DATE: September 26, 2024 SPRIET ASSOCIATES PROJECT: Washroom Upgrade ENGINEERS&ARCHITECTS Port Burwell Marine Museum 155 York Street 18 Pitt Street, Port Burwell ON London,Ontario 1A8 Tel.(519)672-4104100 Fax(519)433-9351 JOB NUMBER: 223231 E-mail: mail@spriet.on.ca www.spriet.on.ca This Addendum forms part of the contract documents and is to be read, interpreted, and co-ordinated with all other parts. The cost of all contained herein is to be included in the contract sum. The following revisions supersede the information contained in the original drawings and specifications issued for the above-named project to the extent referenced and shall become part thereof. Acknowledge receipt of this Addendum by inserting its number and date on the Tender Form. Failure to do so may subject the Bidder to disqualification. Description: ITEM REFERENCE QUESTION 1 What type of flooring is to be installed? Spriet Response No flooring is to be installed. 2 Can the requirement for bonding be deleted? Spriet Response Bonding is not required for bids under $500 000.00 (five hundred thousand dollars). If the successful contractor is awarded the project and their bid is less than $500 000.00, a certified cheque for 10% of the contract value including all applicable taxes will be required as Contract Security.The security value will be returned upon substantial completion of the project. An additional certified cheque for 3% of the contract value including all applicable taxes will be required as warranty and will be held for a period of one year. Upon completion of the project, any part of this warranty holdback may be used to correct defects that may develop within that time frame. The Contractor shall be given notice of any warranty items that arise, and they may promptly make good such defects prior to the 3% warranty being used. Any unused portion of the warranty holdback will be returned to the Contractor one year from the date of Substantial Completion. Bonding is required for bids over$500 000.00. Washroom Upgrade Addenda#02 Page 1 3 All questions must be submitted by noon (12:00 pm) on September 30.Any questions received after that date/time will remain unanswered. - END OF ADDENDUM NO. 2- Washroom Upgrade Addenda#02 Page 2 Washroom Upgrade Section 00002 Port Burwell Marine Museum Form of Tender 18 Pitt Street, Port Burwell ON Project No . : 223231 2024-08-27 Page 1 of 2 To : The Mayor and Council of The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON NOJ 1Y0 Having examined the Contract Documents for the "Washroom Upgrades — Port Burwell Marine Museum ", dated August 27, 2024, prepared by Spriet Associates Limited Architects and Consulting Engineers , and having received the following Addenda ON & to TUa issued by the Consultant during the tender period , and having examined the site and all conditions affecting the Work, we, the undersigned General Contractor propose to furnish all labour, equipment and materials and complete the Contract as called for the the said Documents in the time specified for the following amount : ( a ) Building Work ( exclusive of Trades below ) ( b ) Electrical Work $ �� 0 ( c ) Mechanical Work ( d ) Site Work $ �• �� ( e ) Contingency & Testing Allowance $ 15 000 Subtotal of above $ /q zl , Zco ' dcm�l Harmonized Sales Tax ( 139/0 ) $ 12 / TOTAL CONTRACT AMOUNT $ r 0 (0 HG" �0 tea /" ,a i; ,e.� � (Total Contract Price Written if Full ) The above Total Contract Price includes all Harmonized Sales Taxes . If is specifically understood that the Contingency and Testing Allowance is to be expended only as directed by the Consultant, and that any unused portion of the Allowance shall revert to the Owner. Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8 Washroom Upgrade Section 00002 Port Burwell Marine Museum Form of Tender 18 Pitt Street, Port Burwell ON Project No . : 223231 2024-08-27 Page 2 of 2 We propose to use the following Sub Trades : TRADE NAME OF SUBCONTRACTOR AND/OR SUPPLIER Site Work / Mechanical Electrical � A" 4 L � ����etc Our Tender includes the following Allowances : a ) Contingency & Testing Allowance $ 15 000 . 00 We, the undersigned General Contractor, by the Tender, offer to complete the Contract in accordance with the terms contained herein . day off — 2024 Dated this y Witness Sign re of Authorized Person Signing for the General Contractor Corporate Name of General Contractor P k Address of General Contractor Telephone Number / � � A ?2, 2 Corporate Seal Spriet Associates Limited Architects and Consulting Engineers 155 York Street, London ON N6A 1A8