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HomeMy WebLinkAboutBy-law No. 2024-064Spriet 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 N0J 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 5L9 P: 519-472-3688 E: mail@integratedengineering.ca 223231 Washroom Upgrade SecƟon 00000 Port Burwell Marine Museum Table of Contents 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 1 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 SecƟon 00000 Table of Contents Contents SecƟon 00000 Table of Contents 1 SecƟon 00001 List of Drawings 1 SecƟon 00002 Form of Tender 2 SecƟon 00200 InstrucƟons to Bidders 6 SecƟon 00700 General CondiƟons 3 SecƟon 00800 Amendments to and Supplementary General CondiƟons 5 SecƟon 01000 General Requirements 8 Washroom Upgrade SecƟon 00001 Port Burwell Marine Museum List of Drawings 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 1 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 SecƟon 00001 List of Drawings Contents A1 SpecificaƟons, Matrix A2 Key Plan, DemoliƟon Plan, New Floor Plan, SecƟons, Interior ElevaƟons, Wall Types A3 Washroom Plan, Washroom Notes, Washroom Accessories, Ceiling Plan E1 Electrical Floor Plans M1 Mechanical Floor Plans Washroom Upgrade SecƟon 00002 Port Burwell Marine Museum Form of Tender 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 2 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 To: The Mayor and Council of The CorporaƟon of the Municipality of Bayham 56169 Heritage Line Straffordville ON N0J 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 ConsulƟng Engineers , and having received the following Addenda to issued by the Consultant during the tender period, and having examined the site and all condiƟons affecƟng 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 Ɵme specified for the following amount: (a) Building Work (exclusive of Trades below) $ (b) Electrical Work $ (c) Mechanical Work $ (d) Site Work $ (e) ConƟngency & TesƟng Allowance $ 15 000 Sub total of above $ Harmonized Sales Tax (13%) $ TOTAL CONTRACT AMOUNT $ (Total Contract Price WriƩen if Full) The above Total Contract Price includes all Harmonized Sales Taxes. If is specifically understood that the ConƟngency and TesƟng Allowance is to be expended only as directed by the Consultant, and that any unused porƟon of the Allowance shall revert to the Owner. Washroom Upgrade SecƟon 00002 Port Burwell Marine Museum Form of Tender 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 2 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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) ConƟngency & TesƟng 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 Washroom Upgrade SecƟon 00200 Port Burwell Marine Museum InstrucƟons to Bidders 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 6 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 N0J 1Y0 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. Washroom Upgrade SecƟon 00200 Port Burwell Marine Museum InstrucƟons to Bidders 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 6 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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. Washroom Upgrade SecƟon 00200 Port Burwell Marine Museum InstrucƟons to Bidders 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 6 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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. Washroom Upgrade SecƟon 00200 Port Burwell Marine Museum InstrucƟons to Bidders 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 4 of 6 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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@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 Washroom Upgrade SecƟon 00200 Port Burwell Marine Museum InstrucƟons to Bidders 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 5 of 6 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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. Washroom Upgrade SecƟon 00200 Port Burwell Marine Museum InstrucƟons to Bidders 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 6 of 6 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 Washroom Upgrade SecƟon 00700 Port Burwell Marine Museum General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 3 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 Washroom Upgrade SecƟon 00700 Port Burwell Marine Museum General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 3 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 Washroom Upgrade SecƟon 00700 Port Burwell Marine Museum General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 3 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 5 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 5 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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 1st of the month. If the 1st 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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 5 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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-11.1 INSURANCE .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: Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 4 of 5 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 5 of 5 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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 Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 1 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 2 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 3 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 4 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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 Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 5 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 sys tem. .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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 6 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 .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 Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 7 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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. Washroom Upgrade SecƟon 00800 Port Burwell Marine Museum Amendments to and Supplementary General CondiƟons 18 PiƩ Street, Port Burwell ON Project No.: 223231 2024-08-27 Page 8 of 8 Spriet Associates Limited Architects and ConsulƟng Engineers 155 York Street, London ON N6A 1A8 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 PRODUCTTRADENAMEMODELNUMBEREXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGCOVEREDENTRYEXISTINGWASHROOMPRODUCTTRADENAMEMODELNUMBEREXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGCOVEREDENTRYEXISTINGWASHROOMEXISTINGMECH.ROOM103EXISTINGOFFICE102EXISTINGDISPLAYAREA101EXISTINGENTRYNEW FEMALEWASHROOM104105NEW UNIVERSAL/MALE WASHROOM KINGSTONBOWL KINGSTONBOWL 1930 Blue Heron DriveLondon, ON N6H 5L9Tel: 519-472-3688Fax:519-472-4322www.integratedengineering.caIE Project No. 7326E1”“”ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET PRODUCTTRADENAMEMODELNUMBEREXISTINGMECH.ROOMEXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGCOVEREDENTRYEXISTINGWASHROOMPRODUCTTRADENAMEMODELNUMBEREXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGCOVEREDENTRYEXISTINGWASHROOMEXISTINGMECH.ROOM103EXISTINGENTRYNEW FEMALEWASHROOM104105NEW UNIVERSAL/MALE WASHROOMEXISTINGCOVEREDENTRY KINGSTONBOWL KINGSTONBOWL 1930 Blue Heron DriveLondon, ON N6H 5L9Tel: 519-472-3688Fax:519-472-4322www.integratedengineering.caIE Project No. 7326M1ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET A1ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET FRR of Supporting Listed Design No. or Description (SG-2)ListedDesign orDescriptionSpatial Separation - Construction of Exterior Walls (walls existing - no change)L/HH/Lor20.WESTOther:SOUTH NORTHEASTArea ofEBF (m )19.WallMezzanineL.D.(m)2Floors MembersRoofOpeningsOpeningsProposed% ofHoursPermittedMax. % ofHoursHoursFRR(Hours)Const.CladdingComb.Const. Nonc.Comb.Const.Non-Comb.Building Area (m )3.2selected compartmentsin lieu of roof ratingDescription (SG-2)Listed Design No. orNo(explain)NoNon-combustibleCombustible Actual ConstructionMezzanine Horizontal Assemblies Required FireResistanceRating (FRR)Hazardous Substances1817.Floors Roof FRR ( Hours ) Occupant Load Based OnMezzanine(s)Barrier - free Design16.15.14.HoursHoursHoursYesm / personArea m2YesDesign of buildingNumber of Streets / Fire Fighter AccessWater Service / Supply is AdequateAbove Grade :Standpipe requiredFire Alarm requiredHigh BuildingConstruction Restrictions10.11.12.13.9.Sprinkler System ProposedBuilding ClassificationGross AreaNumber of Storeys6.7.8.4.5.Existing :selected floor areasYesYesYesYesnot requiredbasementCombustible NoNoNoNon-combustibleNoentire buildingBelow Grade :BothBothONTARIO BUILDINGAdditionAlterationFIRM NAME:SPRIET ASSOCIATES LIMITED ARCHITECTS155 YORK STREETLONDON, ONTARION6A 1A8CERTIFICATE OF PRACTICE NUMBER: 1307Name of Project:WASHROOM UPGRADESLocation:18 PITT STREET PORT BURWELL, ONTARIOONTARIO BUILDING CODE DATA MATRIX PARTS 3 OR 9PROJECT DESCRIPTIONMajor Occupancy (s)1.2.ITEMThe Certificate of Practice Numberof the holder Is the holder's BCDNChange of UseNew-CODE CHECKLISTThe architect noted above has exercised responsiblecontrol with respect to design activities. The architect'sseal number is the architect's BCDNPart 3Part 9Part 11References are to Division B unless noted[A] for Division A or [C] for Division C.O.B.C.REFERENCENew :Total :Existing :New :Total :permittedrequired2Plumbing Fixture Requirements21.Part 3Part 9FixturesProvidedFixturesRequiredOBC TableNumberOccupantLoadOccupancyMale / Female Count @except as noted otherwise% / %-X--------X-XX-X-X------XX-xX-X-X-1st. Floor:personspersonspersonspersonsOccupancyOccupancyOccupancyOccupancyBasement:1st. Floor2nd. Floor3rd. FloorLoadLoadLoadLoadGENERAL NOTES1.THESE DOCUMENTS WERE PREPARED UTILIZING INFORMATIONSUPPLIED BY OTHERS. THE CONTRACTOR IS TO VERIFY ANDDOCUMENT THE EXISTING SITE CONDITIONS. NO EXTRAS WILL BEGRANTED FOR FAILURE TO DO SO.2.ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING AND ANY OTHER MATERIALS, PROCEDURES & EQUIPMENTSHALL ADHERE TO THE LATEST EDITION OF THE ONTARIO BUILDINGCODE (O.B.C.) , MUNICIPAL SPECIFIC BY-LAWS WHERE THE WORK ISBEING CONDUCTED, AND ALL OTHER REGULATORY BODIES HAVINGJURISDICTION.3.READ ARCHITECTURAL DRAWING NOTES AND DIMENSIONS INCONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING, SITE SERVICES, SITE PLANS, SHOP DRAWINGS,STANDARD ABBREVIATIONS, MOUNTING HEIGHTS AND PROJECTSPECIFICATIONS AND CONTRACT DOCUMENTS. DRAWINGS ARE TOBE READ, NOT SCALED.4.REFER TO PLANS, ELEVATIONS, SECTIONS, WALL TYPES ANDDETAILS FOR TYPICAL CONSTRUCTION DETAILS AND NOTES(UNLESS NOTED OTHERWISE).5.ALL MATERIALS SHALL BE NEW AND ALL WORK SHALL BE OF THEHIGHEST QUALITY FOR THE TRADE INVOLVED.6.CONTRACTOR TO REVIEW AND VERIFY ALL CONSTRUCTIONDOCUMENTS AND REPORT ANY DISCREPANCIES TO THE ARCHITECTPRIOR TO COMMENCING WORK. EXTRAS WILL NOT BE GRANTED FORFAILURE TO REVIEW, VERIFY AND COORDINATE.7.THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HASINCLUDED THE HIGHEST QUALITY AND GREATEST QUANTITY FORTHE PURPOSE OF RESOLVING ANY CONFLICTS IN THECONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED.EXTRAS WILL NOT BE GRANTED FOR FAILING TO IDENTIFY ANDQUESTION ANYTHING CONFLICTING OR UNCLEAR.8.REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL, ANDPLUMBING DRAWINGS FOR ADDITIONAL NOTES, DETAILS ANDINFORMATION.9.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TOCOORDINATE, LOCATE AND CONFIRM ALL SINK, UNDERGROUND /OVERHEAD PLUMBING AND ELECTRICAL STUB-UPS.10.VERIFY LOCATIONS OF ALL ROOF AND WALL PENETRATIONS WITHSTRUCTURAL, PLUMBING, MECHANICAL, AND ARCHITECTURALDRAWINGS.11.LOCATION OF EXHAUST FANS AND VENTS TO BE VERIFIED WITHTHE MECHANICAL/ELECTRICAL ENGINEERS PRIOR TOINSTALLATION. PROVIDE ALL REQUIRED MOUNTING HARDWARE ANDACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION..12.ALL FINISHES AND FINISH MATERIALS, COLOURS OR TEXTURESSHALL BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION,FABRICATION OR ORDERING.13.BARRIER-FREE WASHROOM STALLS AND ACCESSORIES TO BEINSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THEONTARIO BUILDING CODE.14.SUPPLY AND INSTALL MIRRORS, TOILET TISSUE DISPENSERS, GRABBARS AND OTHER ITEMS AS INDICATED OR SHOWN ON PLANS.REFER TO THE WASHROOM ACCESSORIES LEGEND, ACCESSIBILITYNOTES AND STANDARD MOUNTING HEIGHTS PROVIDED IN THIS SETOF DRAWINGS.15.PROVIDE ALL REQUIRED SUPPORT BEHIND FIXTURES, PARTITIONS,ACCESSORIES AND OTHER WALL MOUNTED FURNITURE, EQUIPMENTOR CASEWORK. VERIFY EXISTING WALL CONSTRUCTIONS RECEIVINGNEW FIXTURES, PARTITIONS, ACCESSORIES AND OTHER WALLMOUNTED FURNITURE, EQUIPMENT OR CASEWORK HAVE ADEQUATESUPPORT , AND UPGRADE AS NEEDED.16.REFER TO PROJECT SPECIFICATIONS FOR MANUFACTURE ANDMODELS OF ALL WASHROOM FIXTURES AND ACCESSORIES.17.FLOOR MOUNTED, OVERHEAD BRACED TOILET PARTITIONS TO BEPROVIDED. OVERHEAD BRACING TO RETURN TO WALL AT EACH END.PROVIDE INTERMEDIATE BRACING ON LONG RUNS.18.MILLWORK ELEVATIONS ARE SCHEMATIC FOR LAYOUT PURPOSESONLY. REFER TO APPROVED MILLWORK SHOP DRAWINGS FORMATERIALS AND SPECIFICATIONS.19.ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL FINISH PRIOR TOINSTALLATION. ALL FLOORING FINISH MATERIAL SHALL BEINSTALLED PRIOR TO MILLWORK INSTALLATION.20.REFER TO ROOM FINISH PLANS AND SCHEDULES FOR ALL ROOMFINISHES.21.GENERAL CONTRACTOR TO COORDINATE ROUGH-IN OF ELECTRICALWITH MILLWORK SUPPLIER AND COORDINATE ALL ELECTRICAL ANDI.T./DATA OUTLETS WITH ELECTRICAL DRAWINGS. LOCATIONS OFOUTLETS TO BE VERIFIED WITH OWNER TO SUIT LOCATIONS OFOWNER SUPPLIED APPLIANCES AND EQUIPMENT.22.ALL INTERIOR PARTITION DIMENSIONS, FOR NEW WALLS ARE TOFACE OF FINISHED WALL.23.ALL INTERIOR PARTITION DIMENSIONS, FOR EXISTING WALLS ARETO FACE OF EXISTING FINISH. EXISTING DIMENSIONS AREPROVIDED SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR.CONTRACTOR TO SITE CONFIRM ALL DIMENSIONS PRIOR TOCOMMENCING WORK.24.STEEL STUD CONTRACTOR TO SUBMIT SHOP DRAWINGS CERTIFIEDBY A PROFESSIONAL ENGINEER FOR REVIEW PRIOR TOCONSTRUCTION.25.OFFSET WALLS WHERE GYPSUM BOARD THICKNESSES VARY TOENSURE THAT FINISH WALL SURFACES ARE FLUSH WITH EACHOTHER.26.CONTROL JOINTS (C.J.) ARE TO BE PROVIDED AT A MAXIMUM OF25'-0" O.C. FOR GYPSUM BOARD AND CONCRETE BLOCK WALLS.TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURALDRAWINGS FOR ADDITIONAL INFORMATION.27.GENERAL CONTRACTOR TO CAULK AND SEAL ALL EXPANSION ANDSAWCUT JOINTS AT ALL EXTERIOR/INTERIOR CONCRETE.28.HEAVY DASHED LINES INDICATES FIRE RESISTANCE RATING ORFIRE SEPARATION. TOP OF WALL TO BE COMPLETELY SEALED.REFER TO FIRESTOPPING NOTES PROVIDED IN THIS SET OFDRAWINGS AND PROJECT SPECIFICATIONS.6.PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALLCALL TO THE ATTENTION OF THE ARCHITECT ANY DAMAGE,CRACKS OR OTHER IMPERFECTIONS IN THE WORK ADJACENT TOTHE DEMOLITION AREAS.7.CONTRACTOR TO REMOVE, STORE, AND PROTECT EXISTINGNON-ATTACHED, MOVEABLE CABINETS, AND FURNITURE (TYP).COORDINATE WITH OWNER FOR RELOCATION OR RE-USE. WHERESUCH ITEMS ARE DAMAGED AS A RESULT OF THE OPERATIONS OFTHIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THEOWNER.8.COORDINATE WITH MECHANICAL, ELECTRICAL AND STRUCTURALDRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITIONREQUIREMENTS.9.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION ANDELEVATION OF EXISTING UTILITY LINES IN DEMOLITION AREASBEFORE PROCEEDING WITH THE WORK. ANY INTERFERENCES WITHDEMOLITION WORK SHALL BE REPORTED TO THE ARCHITECT.10.LOCATE, DISCONNECT, REMOVE AND/OR CAP ALL EXISTING UTILITYLINES BY MEANS APPROVED BY THE RESPECTIVE UTILITY COMPANYAND GOVERNING AUTHORITIES. RECORD UTILITY AND CAPLOCATIONS ON CONTRACTORS "AS-BUILT" DOCUMENTS.11.PRIOR TO THE DEMOLITION OF ITEMS WHICH HAVE UTILITYCONNECTIONS (WATER, GAS, ELECTRICITY, STEAM, ETC.) THECONTRACTOR SHALL ARRANGE WITH THE OWNER TO LOCATESHUTOFF VALVES, PANEL BOXES AND OTHER CONTROL ELEMENTSSO THAT DAMAGE AND OTHER POTENTIALLY DANGEROUSSITUATIONS ARE AVOIDED.12.MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUTTHE BUILDING DURING DEMOLITION WORK, AS WELL AS,RECONSTRUCTION WORK. PROVIDE ALL NECESSARY TEMPORARYLIGHTING, PARTITIONS, DUST COVERS, DROP CLOTHES, ETC.13.IF REQUIRED CLOSE OFF EXISTING SUPPLY/ RETURN PIPES, DUCTS,ETC. FEEDING EXISTING ROOMS TO PREVENT DUST/DEBRIS ENTRY.14.DEMOLISH INDICATED STRUCTURES IN AN ORDERLY ANDRESPONSIBLE MANNER.15.CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITHADJACENT STRUCTURES MAINTAIN TEMPORARY PROTECTEDEGRESS AND ACCESS AT ALL TIMES. PROVIDE, ERECT, ANDMAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES.16.WHERE EXISTING CONSTRUCTION IS TO BE ALTERED, PROVIDETEMPORARY BRACING AND/OR SHORING AS REQUIRED UNTIL THEWORK IS SAFELY COMPLETED. IF THE STABILITY OF ADJACENTSTRUCTURES APPEARS THREATENED OR IN DOUBT, CEASEOPERATIONS AND NOTIFY ARCHITECT AND OWNER IMMEDIATELY, DONOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVEBEEN TAKEN.17.CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OFEXISTING MASONRY WALLS BEARING AND NON-BEARING TORECEIVE NEW MASONRY OPENINGS TYP. TOOTH NEW OPENINGSWITH NEW MASONRY AND PATCH EXISTING FINISHES TO REMAIN.ALSO PROVIDE ADEQUATE BRACING/SHORING AT ALL AREAS OFFLOOR/ROOF SLAB CUTTING. PROVIDE ALL SHORING(S),BRACING(S), BARRICADES, ETC. TO ACCOMPLISH ALL THE WORK INAN APPROVED MANNER.18.CUT MEMBERS BY METHODS LEAST LIKELY TO DAMAGE THEMEMBERS TO BE RETAINED AND WORK ADJOINING. EXISTINGCONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAINUNDISTURBED AND PROTECTED FROM DAMAGE. WHERE SUCHCONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONSOF THIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THEOWNER.19.WALLS, CEILINGS, FLOORS ETC. TO REMAIN, ADJACENT TO AREASOF WORK AND ALTERED AS NECESSARY TO COMPLETE THE WORK,ARE TO BE RESTORED, REPAIRED OR REPLACED TO THE EXISTINGCONDITION OR BETTER PRIOR TO THE COMMENCEMENT OF THEWORK.20.PATCH, FILL AND REPAIR ALL SURFACES DISTURBED, CUT,DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BYALTERATIONS OR REMOVAL WORK (INCLUDING DAMAGE CAUSED BYOTHER TRADES) AND AS REQUIRED TO PREPARE FOR NEWMATERIALS AND ARRANGEMENTS.21.EXISTING DOORS AND FRAMES INDICATED TO BE REMOVED, INCLUDEREMOVAL OF BLOCKING, SHIMS, BACKER ROD, CAULKING ANDHARDWARE.22.ALL EXISTING WALLS NOTED TO RECEIVE PAINT FINISH ARE TO BESANDED, SCRAPED, PATCHED AS REQUIRED TO CREATE A SMOOTHSURFACE, UNLESS NOTED OTHERWISE, AND MADE READY FORPAINTING REGARDLESS OF THE FINISH, SHEEN OR TEXTURE OF THEEXISTING PAINT.23.ALL FLOORS NOTED TO RECEIVE NEW FLOOR FINISH SHALL BEPATCHED, GROUND SMOOTH, LEVELLED AND MADE READY TORECEIVE NEW FLOOR FINISH.24.PROVIDE TEMPORARY PROTECTION TO PREVENT DAMAGE FROM THEWEATHER OR VANDALISM, AS WELL AS PROTECTION FOR THEGENERAL PUBLIC SO THAT THE OWNERS BUSINESS OPERATIONSARE MINIMALLY DISTURBED. IN ADDITION, PROVIDE PROTECTION OFEXISTING EQUIPMENT DURING EXECUTION OF WORK.25.PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDINGOPERATIONS. MEETING THE OWNERS REQUIREMENTS. EMPLOYONLY SKILLED TRADESMEN TO PERFORM DEMOLITION WORK. DONOT USE CUTTING TORCHES FOR REMOVAL OF WORK UNTIL WORKAREA IS CLEARED OF FLAMMABLE MATERIALS, CUTTING TORCHESMAY BE USED ONLY WITH THE OWNERS PERMISSION.26.PROTECT ALL EXISTING PORTIONS OF THE EXISTING BUILDING TOREMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERALCONTRACTOR IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BYHIMSELF OR HIS/HER SUB-CONTRACTORS.27.PROTECT ALL NEW DEMOLISHED OPENINGS PRIOR TO INSTALLATIONOF NEW DOORS AND/OR CONSTRUCTION OF MASONRY INFILL, NEWWALLS, PARTITIONS, ETC.28.AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITIONWORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH ANYREQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS CONDITION.29.EXECUTE THE DEMOLITION IN AN ORDERLY AND CAREFUL MANNERWITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC OR THEFUNCTIONING OF THE EXISTING BUILDING. CONDUCT OPERATIONSWITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATETHOROUGHFARES.30.KEEP CLEAN ALL EXISTING SPACES AND PROPERTIES ADJACENT TODEMOLITION/CONSTRUCTION AREAS. ANY DEBRIS SHALL BEREMOVED FROM WORK AREAS DAILY. KEEP ALL ADJOINING PUBLICAREAS CLEAN DURING WORKING HOURS AND MAKE EVERY EFFORTTO PROVIDE SAFE CONDITIONS FOR THE GENERAL PUBLIC AND THEWORKERS.31.DEMOLISHED MATERIALS, UNLESS OTHERWISE NOTED, SHALLBECOME THE PROPERTY OF THE CONTRACTOR. ACCUMULATION OFRUBBISH, DEMOLISHED MATERIALS ETC. ON SITE SHALL NOT BEPERMITTED. ALL DEMOLITION MATERIAL SHALL BE REMOVED BYTHE CONTRACTOR FROM THE SITE AND DISPOSED OF IN A PROPERAND LEGAL MANNER. THE SELECTION OF THE DUMP SITE ANDDISPOSAL OF MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR.DEMOLITION NOTES (CONTINUED)3.0.1.All the work of this Division shall comply with the latest edition ofCAN3-A23.1-M77, CAN3-A23.2-M1977.3.0.2.All concrete used shall be ready mixed having a compressive strengthof 20 MPa at 28 days, except as noted. Minimum Portland cementcontent shall be 310 kg/m3.3.0.3.Concrete used for floor slabs on grade shall have a minimumcompressive strength of 25 MPa at 28 days. Minimum Portland cementcontent shall be 350 kg/m3.3.0.4.Air content to be 4 % except for trowelled interior slabs andfootings.3.0.5.Reinforcing steel: billet steel, grade 400, deformed bars to CSAG30.12-M1977 unless indicated otherwise.3.0.6.Cement: normal portland cement to CAN3-A5-M1983.3.0.7.Welded wire mesh where indicated on the drawings shall conform toCSA G30.5-M1983. Sizes shall be as noted on the drawings. Providein flat sheets only.3.0.8.Chairs (for welded steel wire fabric support): shall be Type B, No. 87,5/16" gauge galvanized wire 3\" high as manufactured by Guy GuenetteLtd., St. Laurant, Quebec, (514)336-6344. Approved alternates willbe accepted by Consultant.3.0.9.Surface hardeners for plain floors (exposed in the finished structure):non-metallic type resistant to calcium chloride, oil and greasepenetration, and be one of the following:.1 Sealtight Type R Premixed Floor Hardener by W.R. Meadows.2 Traprock by Sternson Construction Products.3 Maximent HD by Master Builders Technologies.4 Surflex by The Euclid Chemical Company3.0.10.Concrete floor curing and sealing compound: approved clear, acrylicpolymer type, free flowing liquid which will adhere to damp concreteand meets the moisture retention requirements to ASTM C309, Type 1,Class B, and will not affect the bond of finished floor adhesivesand/or joint sealants:.1 Sealtight, Vocomp-20 by W.R. Meadows.2 Flortec by Sternson Construction Products.3 Acryseal by Master Builders Technologies.4 Rez-Seal by The Euclid Chemical Company3.0.11.Sawcut filler: Sealtight Rezi-Weld Flex or Thoroc EP280 asmanufactured by Chamrex.3.0.12.Place fabric reinforcing accurately and secure in position using steelchairs specified and annealed tie wires. Fabric to sit on chairs spacedin a 24" (600mm) grid each way. The fabric reinforcing shall belapped 6" (150mm) minimum and tied securely to the chair.3.0.13.The floor slab shall be poured on a level, well compacted sub-base.The sub-base must not deviate by more than {" (10mm) in either wayfrom the specified profile.3.0.14.Water-cement ratio may under no circumstances exceed 0.55. Theconcrete workability may be improved by the use of plasticizers.3.0.15.Floor slabs shall be placed by a continuous pour the limits of eachroom. Placement of concrete shall be in accordance with goodconstruction practices.3.0.16.Areas that do not meet the required surface accuracy shall berectified as follows at the Contractor's expense:.1 Grind down any areas higher than 1/8 (3mm) above the correctsurface..2 Correct any areas lower than 1/8 (3mm) below the correct surfaceby grinding down the adjacent high areas..3 All grinding shall be carried out by an approved machine of a typeand capacity suitable for the total area of grinding involved untilthe surface meets the specified requirements.3.0.17.All unformed surfaces shall be finished by screeding followed byfloating.All building floor surfaces, unless otherwise specified, after woodfloating, shall be finished with a steel trowel or finishing machine.Trowelling shall be continued until the required finish is obtainedduring which time the temperature shall be maintained at a minimum of10 degrees C. In order to prevent excess fines from working to thesurface, steel trowel finishing shall be delayed until the concretesurface can no longer be dented with the finger. Dry cement orcement and sand shall not be used to blot up excess water.3.0.18.Concrete floor slabs shall have surfaces sealed with one coat ofspecified sealer at a rate of 7.2m2/litre (300 s.f./gal.) Apply inaccordance with manufacturer's written instructions.3.0.19.Concrete floor slabs on grade which will be left exposed in thefinished structure shall have its surface hardened with an applicationof the specified product at a rate of 4.0 kg/m2 (80 lbs/100 s.f.).Apply in strict accordance with the manufacturer's writteninstructions.3.0.20.Cut shrinkage joints as quickly as possible after the concrete hashardened in such a way that the edges of the joints do not crumble.Saw cuts shall be 1/8 (3mm) wide with a depth of 1/3 of slabthickness. Saw cut joints shall be made so that the distance betweenjoints does not exceed 20'-0" (6100mm).3.0.21.Fill all sawcuts exposed in the finished building with sawcut fillerspecified.3.0 CONCRETE2.1.4.EXCAVATIONS FOR FOUNDATIONS SHALL EXTEND A MINIMUM OF ONEFOOT BEYOND THE EDGES OF ALL FOOTINGS, AND SHALL BE LEVELEDOFF AND TAMPED SOLID. TAKE CARE NOT TO EXCAVATE TOO LOW.EXCAVATIONS CARRIED DEEPER THAN SHOWN ON THE DRAWINGSWITHOUT APPROVAL BY THE CONSULTANT, WILL REQUIREBACKFILLING WITH CONCRETE AT NO ADDITIONAL COST TO THEOWNER.2.1.5.DO NOT DISTURB THE BOTTOM OF EXCAVATIONS IN ANY WAY THATMAY ADVERSELY AFFECT THE LOAD BEARING VALUE.2.1.6.THE CONTRACTOR SHALL AT ALL TIMES KEEP ALL EXCAVATIONS ANDTRENCHES DRY AND FREE FROM WATER AT THEIR OWN EXPENSE ANDSHALL BUILD DAMS, WATERCOURSES AND OTHER WORK NECESSARYFOR THIS PURPOSE AND PROVIDE AND KEEP IN OPERATION PUMPS OFSUFFICIENT CAPACITY FOR THIS PURPOSE.2.1.7.PROMPTLY BACKFILL EXCAVATIONS AS THE WORK PROGRESSES, BUTNOT BEFORE STRUCTURAL CONCRETE, MASONRY WALLS, PEDESTALSAND OTHER STRUCTURAL CONCRETE HAVE ATTAINED FULLSTRENGTH. STRUCTURAL WORK MUST BE INSPECTED PRIOR TOBACKFILLING. BACKFILL EVENLY ON BOTH SIDES OF THE FOUNDATIONWALLS TO AVOID UNEQUAL PRESSURE ON WALLS.2.1.8.IN BACKFILLED AREAS AND TRENCHES WHICH WILL BE UNDER FLOORSLABS, SIDEWALKS, ROADWAYS, ETC., THE CONTRACTOR SHALLPROVIDE AND USE MECHANICAL COMPACTING EQUIPMENT, SUIT FORUSE IN CONFINED SPACES AND SHALL PLACE THE BACKFILLMATERIALS MAXIMUM 8" (200MM) DEEP LAYERS, AND COMPACT EACHLAYER TO 95% STANDARD PROCTOR DENSITY. WHEN NECESSARY,APPLY WATER, IN AMOUNTS AS DIRECTED BY CONSULTANT, TO THEBACKFILL MATERIALS TO ACHIEVE THE DESIGNED AMOUNT OFCOMPACTION.2.1.9.ANY SURPLUS MATERIAL FROM CLEARING, STRIPPING, EXCAVATION ORGRADING OPERATIONS NOT REQUIRED ON THE PROJECT SHALL BEREMOVED FROM SITE BY THE CONTRACTOR.2.1.10.REMOVE ANY CONTAMINATED OR DANGEROUS MATERIALSENCOUNTERED DURING EXCAVATION FROM SITE AND DISPOSE OF IN ASAFE MANNER.2.1.11.INTERIOR BACKFILL: TO THE U/S OF GRANULAR 'A' BASE NOTED ONDRAWINGS SHALL BE GRANULAR 'B'.2.1.12.EXTERIOR BACKFILL: UNDER CONCRETE SLABS AND SITESTRUCTURES, TO THE U/S OF GRANULAR 'A' BASE NOTED ONDRAWINGS SHALL BE GRANULAR 'B'.2.1.13.EXTERIOR BACKFILL: UNDER SOD OR LANDSCAPED AREAS, SHALL BESITE MATERIAL, CLEAN AND FREE OF DEBRIS. TOPSOIL IMPORTED BYTHE OWNER TO THE SITE SHALL BE INSTALLED BY THE CONTRACTOR.2.1.14.GRANULAR 'A' MATERIAL, SHALL BE CLEAN, CRUSHED ROCK, FREE OFLUMPS OF CLAY CONFORMING TO OPSS.PROV FORM 1010.2.1.15.GRANULAR 'B' MATERIAL CONFORMING TO OPSS.PROV FORM 1010.2.1.16.CONCRETE BACKFILL: 15 MPA OR AS APPROVED BY CONSULTANT.2.1.17.WATER SERVICE: BEDDING MATERIAL, TYPE 1 COARSE SAND.2.1.18.APPROVED BACKFILL: NATIVE ON SITE MATERIAL.2.0 SITE WORK (CONTINUED)1.THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL WORK ANDITEMS NECESSARY FOR THE COMPLETION OF WORK. THE WORKSHALL BE REQUIRED WHETHER OR NOT SHOWN ON THE PLANSAND/OR CONSTRUCTION DOCUMENTS, BUT ARE REASONABLEINFERABLE AS BEING.2.ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE AND ANYDISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TODEMOLITION.3.EXISTING ITEMS ARE PICTORIAL AND MAY NOT BE EXACTLY ASSHOWN ON DRAWINGS. NOT ALL FLOOR , WALL OR CEILINGMOUNTED EQUIPMENT, ACCESSORIES, SIGNAGE ETC. MAY BEINDICATED. ALLOW FOR THE REMOVAL OF ALL EQUIPMENT,ACCESSORIES, SIGNAGE ETC. IN THE AREA OF WORK.4.EXTENT OF BUILDING DEMOLITION IS INDICATED ON THE DRAWINGS.IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ANDCOORDINATE WITH THE OWNER AND TENANT DEMOLITIONPROCEDURES AND SEQUENCE AND TO ENSURE THE STABILITY ANDSAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS.5.BEFORE STARTING WORK, MAKE A THOROUGH EXAMINATION OFTHOSE PORTIONS OF THE STRUCTURE IN WHICH THE WORK IS TOBE PERFORMED. CHECK ALL THE WORK ADJOINING OR ATUNDERLYING LOCATIONS. REPORT TO THE ARCHITECT ANY ANDALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISEEFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OFTHE WORK. DO NOT START THE WORK UNTIL SUCH CONDITIONSHAVE BEEN EXAMINED AND A COURSE OF ACTION HAS BEENMUTUALLY AGREED UPON.DEMOLITION NOTES2.1.1.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND SERVICES PRIORTO ANY EXCAVATIONS. WHEN SUCH SERVICES ARE ENCOUNTEREDDURING EXCAVATION WORK, IMMEDIATELY NOTIFY THE OWNER ANDCONSULTANT. PROTECT, BRACE AND SUPPORT ENCOUNTEREDSERVICES. WHERE REPAIRS TO THESE SERVICES BECOME NECESSARYDUE TO DAMAGE BY THE CONTRACTOR, REPAIR AT NO ADDITIONALCOST TO THE CONTRACT TO THE SATISFACTION OF THE OWNER.2.1.2.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIRTRADES OR OWN FORCES WITH MATERIALS TO MATCH EXISTING.2.1.3.DO NOT SELL OR BURY MATERIALS ON SITE.2.0 SITE WORK5.0 METALS5.0.1.Structural steel shall comply with the applicable requirements ofCSA-S16 and CSA-S136.5.0.2.All structural steel shall be CAN/CSA-G.40.21 Grade 300W.5.0.3.Steel angle lintels and other miscellaneous metal items shall receivea shop coat of zinc-rich paint on less than 0.5 mils in thickness, andcontaining not less than 95 % zinc in the dry film.6.0 WOOD & PLASTICS6.0.1.All lumber shall be graded in accordance with NLGA standard gradingrules for Canadian lumber. Framing lumber, blocking, nailers, etc.shall be No. 2 Grade Spruce Pine Fir Group D. Moisture content shallbe 19 % or less.6.0.2.specified herein, or required for proper installation of carpentry andmillwork. Fastenings not shown or specified shall be of a suitablequality, size, strength, finish, and durability to provide adequateperformance and/or appearance as required by their location in thework.6.0.3.Plastic laminate: shall conform to CAN3-A172-M79, Type 1, generalpurpose, 1/16" nominal thickness. All panels shall be balanced with.020" backing sheet. Use urea resin adhesive conforming to CSA0112.5-M1977. Plastic laminate shall have suede finish, colour byOwner.6.0.4.Particle board: unless noted otherwise, shall be particle core board(PCB), 120g thickness as noted on the drawings. Apply plasticlaminate to all exposed edges.6.0.5.Edging: shall be plastic laminate, colour to match face panels, fieldapplied to manufacturer's specifications.6.0.6.Fitment framing: pine, to NLGA (Standard Grading Rules for CanadianLumber, 1987) 115a, No. 1 common.6.0.7.Plywood: spruce, thickness as noted on the drawing.6.0.8.Submit shop drawings sand samples in accordance with Section 01000General Requirements for all millwork items. Indicate details ofconstruction, profiles, jointing, fastening and other related details.Indicate all materials, thicknesses, finishes and hardware.7.0 THERMAL & MOISTURE PROTECTION7.0.1.Exterior caulking: shall be three-part epoxidized polyurethaneterpolymer sealant "Dymeric" as manufactured by TremcoManufacturing Co. (Canada), or approved equal, meeting therequirements of CGSB CAN 2-19.24-M80. Colours to be selected bythe Owner.7.0.2.Interior caulking: (with the exception of expansion joints andperimeters of washroom fixtures) shall be non-staining one partacrylic terpolymer sealant "Mono 555" as manufactured by TremcoManufacturing Co. (Canada), or approved equal, meeting therequirements of CGSB 19-GP-5M.7.0.3.Caulking for perimeter of washroom fixtures: silicone containingsuitable fungicide such as "Tremsil 600", or approved equal.7.0.4.Caulk around all door frames both sides, all control joints, alljoints between metal and masonry surfaces, around plumbing fixturesand other locations shown on the drawings.7.0.5.Vapour barrier used with friction fit insulation shall be standardcommercial quality polyethylene film at least 6 mils in thicknessconforming with all test requirements to ASTM D697, D882 and D1004.7.0.6.Closures: .1 Metal: fabricated from the same material, gauge andcolour AS EXISTING.7.0.7.Exterior fasteners: self-tapping nylon, hex-headed sheet metalscrews. Nylon head shall be in a matching colour to blend withexterior steel and shall have a sealing washer flange as an integralpart of the head to form a watertight seal.8.0 DOORS & WINDOWS8.0.1.Hollow metal frames shall be 16 ga. minimum zinc coating of 0.90oz/ft2 G-90 glavanized. Each frame shall be provided with 3 singlestud door silencers.8.0.2.Frames to be welded seam type and shall have heavy reinforcement atcorners, hinge, strike and closer locations, and shall be prepared forinstallation of templated hardware and rubber door silencers. Allstrike, hinge and closer reinforcing shall be protected on all sideswith metal guard boxes. Frame depths to suit wall thickness.8.0.3.Hollow steel doors shall be as follows:.1 Exterior: 16 ga., minimum zinc coating of 0.90 oz/ft2, G-90galvanized.8.0.4.Doors shall be constructed of steel sheets welded to 16 gaugevertical steel stiffeners. Vertical door seams shall be interlockedand fully welded. All doors shall have the top and bottom edgesclosed with a continuous channel. Door shall be reinforced at hinge,lock and closer locations. Fit all exterior doors with top weathercap.8.0.6.Submit shop drawings for doors, frames, screens, windows in accordancewith Section 1000 General Requirements prior to fabrication.8.0.7.Door hardware:.1Hardware selection by owner. An approved hardware list will beprepared and separately bid under the direction of the Consultantafter award of the contract. The general contractor shall assumefull responsibility for the sub-contract when awarded..2The Contractor shall include in the contract price the cost ofall labour, materials, overhead and profit applicable to theinstallation of all finishing hardware..3All unspent portions of the allowance shall be credited to theOwner..4Submit shop drawings for doors and frames in accordance withSection 01000 General Requirements. Indicate each type of door andframe, material, steel core thicknesses, mortises, reinforcements,location of exposed fasteners, openings, glazing, louvres, arrangementof hardware and fire rating. Include schedule identifying each unitwith door marks and numbers relating to numbering on drawings and inthe door schedule.9.0 FINISHES9.0.1.Proceed with painting only when surfaces and conditions aresatisfactory for production of a first class job. commencement of work shallimply acceptance of conditions.9.0.2.Finishes and specified number of painting coats are intended to coverthe surface completely. If they do not, apply additional coats until completecoverage is achieved.9.0.3.The Owner will provide a Colour Finish Schedule prior to field painting.9.0.4.All exposed metal (ferrous), steel doors and frames shall receive onecoat zinc chromate primer and two coats exterior alkyd enamel.9.0.5.All interior concrete block walls shall receive one coat block fillerand two coats interior acrylic latex, semi gloss finish.9.0.6.All interior gypsum board walls shall receive one coat primer and twocoats interior acrylic latex, eggshell finish. EXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGMECH.ROOMEXISTINGCOVEREDENTRYEXISTINGWASHROOMEXISTINGDISPLAYAREAEXISTINGENTRYNEW FEMALEWASHROOM104105NEW UNIVERSAL/MALE WASHROOMEXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGCOVEREDENTRYP1P1P1P2 P3P3101-2103-1105-1104-1 KINGSTONBOWL KINGSTONBOWL 101-1EXISTINGWASHROOMEXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGCOVEREDENTRYEXISTINGWASHROOMAREA OFWORKP1P2P3101-1101-1104-1105-1MALE WASHROOM105NEW UNIVERSAL/A2ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET FINISHED FLOOREMERGENCYPUSHIN THE EVENT OF ANEMERGENCY PUSHEMERGENCY BUTTON ANDAUDIBLE AND VISUAL SIGNWILL ACTIVATEFINISHED FLOOR*NOTE:FINISHED FLOORSO A P D I S P E N S E R(SDP)*PAPER TOWELD I S P E N S E R ( P T D ) * S A N I T A R Y N A P K I NVENDOR (SNV)WASTE RECEPTACLES U R F A C E MO U N T S H E L F S A N I T A R Y N A P K I N D I S P O S A L ( S N D )WA L L MO U N T E DTACTILE SIGNSH A N D D R Y I NGEQUIPMENT (HD)*WASTE RECEPTACLEF LOO R (W S T R C P T )NEW FEMALEWASHROOM104105NEW UNIVERSAL/MALE WASHROOMEXISTINGCOVEREDENTRYP1P1P1P2P3P3 ENTRYEXISTINGMECH.ROOM KINGSTONBOWL KINGSTONBOWL A3ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET TOILET TISSUE DISPENSER24" HORIZONTAL GRAB BAR PAPER TOWEL DISPENSERSOAP DISPENSERMIRROREDCBAWASHROOM ACCESSORIES LEGENDCONTINUOUS 'L-SHAPED' GRAB BAR FSHELFEMERGENCY CALL BUTTONCOAT HOOKIHGIN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON ANDAUDIBLE AND VISUAL SIGN WILL ACTIVATEJSANITARY NAPKIN DISPOSAL KGARBAGE RECEPTACLELPOWER DOOR OPERATOR (D.O.D.) Washroom Upgrade Addenda # 01 Page 1 ADDENDUM NO. 01 OWNER: The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON N0J 1Y0 DATE: September 20, 2024 PROJECT: Washroom Upgrade Port Burwell Marine Museum 18 Pitt Street, Port Burwell ON JOB NUMBER: 223231 _______________________________________________________ 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 clarificaƟon for the ceiling joists. Spriet Response Drawings have been updated to include dimensions, as well as other addiƟonal informaƟon. All addiƟonal 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 fiƫng the vent within the wall provided. - END OF ADDENDUM NO.1 - A1ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET FRR of Supporting Listed Design No. or Description (SG-2)ListedDesign orDescriptionSpatial Separation - Construction of Exterior Walls (walls existing - no change)L/HH/Lor20.WESTOther:SOUTH NORTHEASTArea ofEBF (m )19.WallMezzanineL.D.(m)2Floors MembersRoofOpeningsOpeningsProposed% ofHoursPermittedMax. % ofHoursHoursFRR(Hours)Const.CladdingComb.Const. Nonc.Comb.Const.Non-Comb.Building Area (m )3.2selected compartmentsin lieu of roof ratingDescription (SG-2)Listed Design No. orNo(explain)NoNon-combustibleCombustible Actual ConstructionMezzanine Horizontal Assemblies Required FireResistanceRating (FRR)Hazardous Substances1817.Floors Roof FRR ( Hours ) Occupant Load Based OnMezzanine(s)Barrier - free Design16.15.14.HoursHoursHoursYesm / personArea m2YesDesign of buildingNumber of Streets / Fire Fighter AccessWater Service / Supply is AdequateAbove Grade :Standpipe requiredFire Alarm requiredHigh BuildingConstruction Restrictions10.11.12.13.9.Sprinkler System ProposedBuilding ClassificationGross AreaNumber of Storeys6.7.8.4.5.Existing :selected floor areasYesYesYesYesnot requiredbasementCombustible NoNoNoNon-combustibleNoentire buildingBelow Grade :BothBothONTARIO BUILDINGAdditionAlterationFIRM NAME:SPRIET ASSOCIATES LIMITED ARCHITECTS155 YORK STREETLONDON, ONTARION6A 1A8CERTIFICATE OF PRACTICE NUMBER: 1307Name of Project:WASHROOM UPGRADESLocation:18 PITT STREET PORT BURWELL, ONTARIOONTARIO BUILDING CODE DATA MATRIX PARTS 3 OR 9PROJECT DESCRIPTIONMajor Occupancy (s)1.2.ITEMThe Certificate of Practice Numberof the holder Is the holder's BCDNChange of UseNew-CODE CHECKLISTThe architect noted above has exercised responsiblecontrol with respect to design activities. The architect'sseal number is the architect's BCDNPart 3Part 9Part 11References are to Division B unless noted[A] for Division A or [C] for Division C.O.B.C.REFERENCENew :Total :Existing :New :Total :permittedrequired2Plumbing Fixture Requirements21.Part 3Part 9FixturesProvidedFixturesRequiredOBC TableNumberOccupantLoadOccupancyMale / Female Count @except as noted otherwise% / %-X--------X-XX-X-X------XX-xX-X-X-1st. Floor:personspersonspersonspersonsOccupancyOccupancyOccupancyOccupancyBasement:1st. Floor2nd. Floor3rd. FloorLoadLoadLoadLoadGENERAL NOTES1.THESE DOCUMENTS WERE PREPARED UTILIZING INFORMATIONSUPPLIED BY OTHERS. THE CONTRACTOR IS TO VERIFY ANDDOCUMENT THE EXISTING SITE CONDITIONS. NO EXTRAS WILL BEGRANTED FOR FAILURE TO DO SO.2.ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING AND ANY OTHER MATERIALS, PROCEDURES & EQUIPMENTSHALL ADHERE TO THE LATEST EDITION OF THE ONTARIO BUILDINGCODE (O.B.C.) , MUNICIPAL SPECIFIC BY-LAWS WHERE THE WORK ISBEING CONDUCTED, AND ALL OTHER REGULATORY BODIES HAVINGJURISDICTION.3.READ ARCHITECTURAL DRAWING NOTES AND DIMENSIONS INCONJUNCTION WITH STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING, SITE SERVICES, SITE PLANS, SHOP DRAWINGS,STANDARD ABBREVIATIONS, MOUNTING HEIGHTS AND PROJECTSPECIFICATIONS AND CONTRACT DOCUMENTS. DRAWINGS ARE TOBE READ, NOT SCALED.4.REFER TO PLANS, ELEVATIONS, SECTIONS, WALL TYPES ANDDETAILS FOR TYPICAL CONSTRUCTION DETAILS AND NOTES(UNLESS NOTED OTHERWISE).5.ALL MATERIALS SHALL BE NEW AND ALL WORK SHALL BE OF THEHIGHEST QUALITY FOR THE TRADE INVOLVED.6.CONTRACTOR TO REVIEW AND VERIFY ALL CONSTRUCTIONDOCUMENTS AND REPORT ANY DISCREPANCIES TO THE ARCHITECTPRIOR TO COMMENCING WORK. EXTRAS WILL NOT BE GRANTED FORFAILURE TO REVIEW, VERIFY AND COORDINATE.7.THE ARCHITECT ASSUMES THE GENERAL CONTRACTOR HASINCLUDED THE HIGHEST QUALITY AND GREATEST QUANTITY FORTHE PURPOSE OF RESOLVING ANY CONFLICTS IN THECONSTRUCTION DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED.EXTRAS WILL NOT BE GRANTED FOR FAILING TO IDENTIFY ANDQUESTION ANYTHING CONFLICTING OR UNCLEAR.8.REFER TO MECHANICAL, ELECTRICAL, STRUCTURAL, CIVIL, ANDPLUMBING DRAWINGS FOR ADDITIONAL NOTES, DETAILS ANDINFORMATION.9.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TOCOORDINATE, LOCATE AND CONFIRM ALL SINK, UNDERGROUND /OVERHEAD PLUMBING AND ELECTRICAL STUB-UPS.10.VERIFY LOCATIONS OF ALL ROOF AND WALL PENETRATIONS WITHSTRUCTURAL, PLUMBING, MECHANICAL, AND ARCHITECTURALDRAWINGS.11.LOCATION OF EXHAUST FANS AND VENTS TO BE VERIFIED WITHTHE MECHANICAL/ELECTRICAL ENGINEERS PRIOR TOINSTALLATION. PROVIDE ALL REQUIRED MOUNTING HARDWARE ANDACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION..12.ALL FINISHES AND FINISH MATERIALS, COLOURS OR TEXTURESSHALL BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION,FABRICATION OR ORDERING.13.BARRIER-FREE WASHROOM STALLS AND ACCESSORIES TO BEINSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THEONTARIO BUILDING CODE.14.SUPPLY AND INSTALL MIRRORS, TOILET TISSUE DISPENSERS, GRABBARS AND OTHER ITEMS AS INDICATED OR SHOWN ON PLANS.REFER TO THE WASHROOM ACCESSORIES LEGEND, ACCESSIBILITYNOTES AND STANDARD MOUNTING HEIGHTS PROVIDED IN THIS SETOF DRAWINGS.15.PROVIDE ALL REQUIRED SUPPORT BEHIND FIXTURES, PARTITIONS,ACCESSORIES AND OTHER WALL MOUNTED FURNITURE, EQUIPMENTOR CASEWORK. VERIFY EXISTING WALL CONSTRUCTIONS RECEIVINGNEW FIXTURES, PARTITIONS, ACCESSORIES AND OTHER WALLMOUNTED FURNITURE, EQUIPMENT OR CASEWORK HAVE ADEQUATESUPPORT , AND UPGRADE AS NEEDED.16.REFER TO PROJECT SPECIFICATIONS FOR MANUFACTURE ANDMODELS OF ALL WASHROOM FIXTURES AND ACCESSORIES.17.FLOOR MOUNTED, OVERHEAD BRACED TOILET PARTITIONS TO BEPROVIDED. OVERHEAD BRACING TO RETURN TO WALL AT EACH END.PROVIDE INTERMEDIATE BRACING ON LONG RUNS.18.MILLWORK ELEVATIONS ARE SCHEMATIC FOR LAYOUT PURPOSESONLY. REFER TO APPROVED MILLWORK SHOP DRAWINGS FORMATERIALS AND SPECIFICATIONS.19.ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL FINISH PRIOR TOINSTALLATION. ALL FLOORING FINISH MATERIAL SHALL BEINSTALLED PRIOR TO MILLWORK INSTALLATION.20.REFER TO ROOM FINISH PLANS AND SCHEDULES FOR ALL ROOMFINISHES.21.GENERAL CONTRACTOR TO COORDINATE ROUGH-IN OF ELECTRICALWITH MILLWORK SUPPLIER AND COORDINATE ALL ELECTRICAL ANDI.T./DATA OUTLETS WITH ELECTRICAL DRAWINGS. LOCATIONS OFOUTLETS TO BE VERIFIED WITH OWNER TO SUIT LOCATIONS OFOWNER SUPPLIED APPLIANCES AND EQUIPMENT.22.ALL INTERIOR PARTITION DIMENSIONS, FOR NEW WALLS ARE TOFACE OF FINISHED WALL.23.ALL INTERIOR PARTITION DIMENSIONS, FOR EXISTING WALLS ARETO FACE OF EXISTING FINISH. EXISTING DIMENSIONS AREPROVIDED SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR.CONTRACTOR TO SITE CONFIRM ALL DIMENSIONS PRIOR TOCOMMENCING WORK.24.STEEL STUD CONTRACTOR TO SUBMIT SHOP DRAWINGS CERTIFIEDBY A PROFESSIONAL ENGINEER FOR REVIEW PRIOR TOCONSTRUCTION.25.OFFSET WALLS WHERE GYPSUM BOARD THICKNESSES VARY TOENSURE THAT FINISH WALL SURFACES ARE FLUSH WITH EACHOTHER.26.CONTROL JOINTS (C.J.) ARE TO BE PROVIDED AT A MAXIMUM OF25'-0" O.C. FOR GYPSUM BOARD AND CONCRETE BLOCK WALLS.TYPICAL UNLESS NOTED OTHERWISE. REFER TO STRUCTURALDRAWINGS FOR ADDITIONAL INFORMATION.27.GENERAL CONTRACTOR TO CAULK AND SEAL ALL EXPANSION ANDSAWCUT JOINTS AT ALL EXTERIOR/INTERIOR CONCRETE.28.HEAVY DASHED LINES INDICATES FIRE RESISTANCE RATING ORFIRE SEPARATION. TOP OF WALL TO BE COMPLETELY SEALED.REFER TO FIRESTOPPING NOTES PROVIDED IN THIS SET OFDRAWINGS AND PROJECT SPECIFICATIONS.6.PRIOR TO THE START OF DEMOLITION, THE CONTRACTOR SHALLCALL TO THE ATTENTION OF THE ARCHITECT ANY DAMAGE,CRACKS OR OTHER IMPERFECTIONS IN THE WORK ADJACENT TOTHE DEMOLITION AREAS.7.CONTRACTOR TO REMOVE, STORE, AND PROTECT EXISTINGNON-ATTACHED, MOVEABLE CABINETS, AND FURNITURE (TYP).COORDINATE WITH OWNER FOR RELOCATION OR RE-USE. WHERESUCH ITEMS ARE DAMAGED AS A RESULT OF THE OPERATIONS OFTHIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THEOWNER.8.COORDINATE WITH MECHANICAL, ELECTRICAL AND STRUCTURALDRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITIONREQUIREMENTS.9.THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION ANDELEVATION OF EXISTING UTILITY LINES IN DEMOLITION AREASBEFORE PROCEEDING WITH THE WORK. ANY INTERFERENCES WITHDEMOLITION WORK SHALL BE REPORTED TO THE ARCHITECT.10.LOCATE, DISCONNECT, REMOVE AND/OR CAP ALL EXISTING UTILITYLINES BY MEANS APPROVED BY THE RESPECTIVE UTILITY COMPANYAND GOVERNING AUTHORITIES. RECORD UTILITY AND CAPLOCATIONS ON CONTRACTORS "AS-BUILT" DOCUMENTS.11.PRIOR TO THE DEMOLITION OF ITEMS WHICH HAVE UTILITYCONNECTIONS (WATER, GAS, ELECTRICITY, STEAM, ETC.) THECONTRACTOR SHALL ARRANGE WITH THE OWNER TO LOCATESHUTOFF VALVES, PANEL BOXES AND OTHER CONTROL ELEMENTSSO THAT DAMAGE AND OTHER POTENTIALLY DANGEROUSSITUATIONS ARE AVOIDED.12.MAINTAIN AT ALL TIMES THE EMERGENCY LIGHTING THROUGHOUTTHE BUILDING DURING DEMOLITION WORK, AS WELL AS,RECONSTRUCTION WORK. PROVIDE ALL NECESSARY TEMPORARYLIGHTING, PARTITIONS, DUST COVERS, DROP CLOTHES, ETC.13.IF REQUIRED CLOSE OFF EXISTING SUPPLY/ RETURN PIPES, DUCTS,ETC. FEEDING EXISTING ROOMS TO PREVENT DUST/DEBRIS ENTRY.14.DEMOLISH INDICATED STRUCTURES IN AN ORDERLY ANDRESPONSIBLE MANNER.15.CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITHADJACENT STRUCTURES MAINTAIN TEMPORARY PROTECTEDEGRESS AND ACCESS AT ALL TIMES. PROVIDE, ERECT, ANDMAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES.16.WHERE EXISTING CONSTRUCTION IS TO BE ALTERED, PROVIDETEMPORARY BRACING AND/OR SHORING AS REQUIRED UNTIL THEWORK IS SAFELY COMPLETED. IF THE STABILITY OF ADJACENTSTRUCTURES APPEARS THREATENED OR IN DOUBT, CEASEOPERATIONS AND NOTIFY ARCHITECT AND OWNER IMMEDIATELY, DONOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVEBEEN TAKEN.17.CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OFEXISTING MASONRY WALLS BEARING AND NON-BEARING TORECEIVE NEW MASONRY OPENINGS TYP. TOOTH NEW OPENINGSWITH NEW MASONRY AND PATCH EXISTING FINISHES TO REMAIN.ALSO PROVIDE ADEQUATE BRACING/SHORING AT ALL AREAS OFFLOOR/ROOF SLAB CUTTING. PROVIDE ALL SHORING(S),BRACING(S), BARRICADES, ETC. TO ACCOMPLISH ALL THE WORK INAN APPROVED MANNER.18.CUT MEMBERS BY METHODS LEAST LIKELY TO DAMAGE THEMEMBERS TO BE RETAINED AND WORK ADJOINING. EXISTINGCONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAINUNDISTURBED AND PROTECTED FROM DAMAGE. WHERE SUCHCONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONSOF THIS CONTRACT, IT SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THEOWNER.19.WALLS, CEILINGS, FLOORS ETC. TO REMAIN, ADJACENT TO AREASOF WORK AND ALTERED AS NECESSARY TO COMPLETE THE WORK,ARE TO BE RESTORED, REPAIRED OR REPLACED TO THE EXISTINGCONDITION OR BETTER PRIOR TO THE COMMENCEMENT OF THEWORK.20.PATCH, FILL AND REPAIR ALL SURFACES DISTURBED, CUT,DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BYALTERATIONS OR REMOVAL WORK (INCLUDING DAMAGE CAUSED BYOTHER TRADES) AND AS REQUIRED TO PREPARE FOR NEWMATERIALS AND ARRANGEMENTS.21.EXISTING DOORS AND FRAMES INDICATED TO BE REMOVED, INCLUDEREMOVAL OF BLOCKING, SHIMS, BACKER ROD, CAULKING ANDHARDWARE.22.ALL EXISTING WALLS NOTED TO RECEIVE PAINT FINISH ARE TO BESANDED, SCRAPED, PATCHED AS REQUIRED TO CREATE A SMOOTHSURFACE, UNLESS NOTED OTHERWISE, AND MADE READY FORPAINTING REGARDLESS OF THE FINISH, SHEEN OR TEXTURE OF THEEXISTING PAINT.23.ALL FLOORS NOTED TO RECEIVE NEW FLOOR FINISH SHALL BEPATCHED, GROUND SMOOTH, LEVELLED AND MADE READY TORECEIVE NEW FLOOR FINISH.24.PROVIDE TEMPORARY PROTECTION TO PREVENT DAMAGE FROM THEWEATHER OR VANDALISM, AS WELL AS PROTECTION FOR THEGENERAL PUBLIC SO THAT THE OWNERS BUSINESS OPERATIONSARE MINIMALLY DISTURBED. IN ADDITION, PROVIDE PROTECTION OFEXISTING EQUIPMENT DURING EXECUTION OF WORK.25.PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDINGOPERATIONS. MEETING THE OWNERS REQUIREMENTS. EMPLOYONLY SKILLED TRADESMEN TO PERFORM DEMOLITION WORK. DONOT USE CUTTING TORCHES FOR REMOVAL OF WORK UNTIL WORKAREA IS CLEARED OF FLAMMABLE MATERIALS, CUTTING TORCHESMAY BE USED ONLY WITH THE OWNERS PERMISSION.26.PROTECT ALL EXISTING PORTIONS OF THE EXISTING BUILDING TOREMAIN DURING DEMOLITION/CONSTRUCTION. THE GENERALCONTRACTOR IS RESPONSIBLE FOR ANY/ALL DAMAGES CAUSED BYHIMSELF OR HIS/HER SUB-CONTRACTORS.27.PROTECT ALL NEW DEMOLISHED OPENINGS PRIOR TO INSTALLATIONOF NEW DOORS AND/OR CONSTRUCTION OF MASONRY INFILL, NEWWALLS, PARTITIONS, ETC.28.AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITIONWORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE WITH ANYREQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS CONDITION.29.EXECUTE THE DEMOLITION IN AN ORDERLY AND CAREFUL MANNERWITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC OR THEFUNCTIONING OF THE EXISTING BUILDING. CONDUCT OPERATIONSWITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATETHOROUGHFARES.30.KEEP CLEAN ALL EXISTING SPACES AND PROPERTIES ADJACENT TODEMOLITION/CONSTRUCTION AREAS. ANY DEBRIS SHALL BEREMOVED FROM WORK AREAS DAILY. KEEP ALL ADJOINING PUBLICAREAS CLEAN DURING WORKING HOURS AND MAKE EVERY EFFORTTO PROVIDE SAFE CONDITIONS FOR THE GENERAL PUBLIC AND THEWORKERS.31.DEMOLISHED MATERIALS, UNLESS OTHERWISE NOTED, SHALLBECOME THE PROPERTY OF THE CONTRACTOR. ACCUMULATION OFRUBBISH, DEMOLISHED MATERIALS ETC. ON SITE SHALL NOT BEPERMITTED. ALL DEMOLITION MATERIAL SHALL BE REMOVED BYTHE CONTRACTOR FROM THE SITE AND DISPOSED OF IN A PROPERAND LEGAL MANNER. THE SELECTION OF THE DUMP SITE ANDDISPOSAL OF MATERIAL IS THE RESPONSIBILITY OF THECONTRACTOR.DEMOLITION NOTES (CONTINUED)3.0.1.All the work of this Division shall comply with the latest edition ofCAN3-A23.1-M77, CAN3-A23.2-M1977.3.0.2.All concrete used shall be ready mixed having a compressive strengthof 20 MPa at 28 days, except as noted. Minimum Portland cementcontent shall be 310 kg/m3.3.0.3.Concrete used for floor slabs on grade shall have a minimumcompressive strength of 25 MPa at 28 days. Minimum Portland cementcontent shall be 350 kg/m3.3.0.4.Air content to be 4 % except for trowelled interior slabs andfootings.3.0.5.Reinforcing steel: billet steel, grade 400, deformed bars to CSAG30.12-M1977 unless indicated otherwise.3.0.6.Cement: normal portland cement to CAN3-A5-M1983.3.0.7.Welded wire mesh where indicated on the drawings shall conform toCSA G30.5-M1983. Sizes shall be as noted on the drawings. Providein flat sheets only.3.0.8.Chairs (for welded steel wire fabric support): shall be Type B, No. 87,5/16" gauge galvanized wire 3\" high as manufactured by Guy GuenetteLtd., St. Laurant, Quebec, (514)336-6344. Approved alternates willbe accepted by Consultant.3.0.9.Surface hardeners for plain floors (exposed in the finished structure):non-metallic type resistant to calcium chloride, oil and greasepenetration, and be one of the following:.1 Sealtight Type R Premixed Floor Hardener by W.R. Meadows.2 Traprock by Sternson Construction Products.3 Maximent HD by Master Builders Technologies.4 Surflex by The Euclid Chemical Company3.0.10.Concrete floor curing and sealing compound: approved clear, acrylicpolymer type, free flowing liquid which will adhere to damp concreteand meets the moisture retention requirements to ASTM C309, Type 1,Class B, and will not affect the bond of finished floor adhesivesand/or joint sealants:.1 Sealtight, Vocomp-20 by W.R. Meadows.2 Flortec by Sternson Construction Products.3 Acryseal by Master Builders Technologies.4 Rez-Seal by The Euclid Chemical Company3.0.11.Sawcut filler: Sealtight Rezi-Weld Flex or Thoroc EP280 asmanufactured by Chamrex.3.0.12.Place fabric reinforcing accurately and secure in position using steelchairs specified and annealed tie wires. Fabric to sit on chairs spacedin a 24" (600mm) grid each way. The fabric reinforcing shall belapped 6" (150mm) minimum and tied securely to the chair.3.0.13.The floor slab shall be poured on a level, well compacted sub-base.The sub-base must not deviate by more than {" (10mm) in either wayfrom the specified profile.3.0.14.Water-cement ratio may under no circumstances exceed 0.55. Theconcrete workability may be improved by the use of plasticizers.3.0.15.Floor slabs shall be placed by a continuous pour the limits of eachroom. Placement of concrete shall be in accordance with goodconstruction practices.3.0.16.Areas that do not meet the required surface accuracy shall berectified as follows at the Contractor's expense:.1 Grind down any areas higher than 1/8 (3mm) above the correctsurface..2 Correct any areas lower than 1/8 (3mm) below the correct surfaceby grinding down the adjacent high areas..3 All grinding shall be carried out by an approved machine of a typeand capacity suitable for the total area of grinding involved untilthe surface meets the specified requirements.3.0.17.All unformed surfaces shall be finished by screeding followed byfloating.All building floor surfaces, unless otherwise specified, after woodfloating, shall be finished with a steel trowel or finishing machine.Trowelling shall be continued until the required finish is obtainedduring which time the temperature shall be maintained at a minimum of10 degrees C. In order to prevent excess fines from working to thesurface, steel trowel finishing shall be delayed until the concretesurface can no longer be dented with the finger. Dry cement orcement and sand shall not be used to blot up excess water.3.0.18.Concrete floor slabs shall have surfaces sealed with one coat ofspecified sealer at a rate of 7.2m2/litre (300 s.f./gal.) Apply inaccordance with manufacturer's written instructions.3.0.19.Concrete floor slabs on grade which will be left exposed in thefinished structure shall have its surface hardened with an applicationof the specified product at a rate of 4.0 kg/m2 (80 lbs/100 s.f.).Apply in strict accordance with the manufacturer's writteninstructions.3.0.20.Cut shrinkage joints as quickly as possible after the concrete hashardened in such a way that the edges of the joints do not crumble.Saw cuts shall be 1/8 (3mm) wide with a depth of 1/3 of slabthickness. Saw cut joints shall be made so that the distance betweenjoints does not exceed 20'-0" (6100mm).3.0.21.Fill all sawcuts exposed in the finished building with sawcut fillerspecified.3.0 CONCRETE2.1.4.EXCAVATIONS FOR FOUNDATIONS SHALL EXTEND A MINIMUM OF ONEFOOT BEYOND THE EDGES OF ALL FOOTINGS, AND SHALL BE LEVELEDOFF AND TAMPED SOLID. TAKE CARE NOT TO EXCAVATE TOO LOW.EXCAVATIONS CARRIED DEEPER THAN SHOWN ON THE DRAWINGSWITHOUT APPROVAL BY THE CONSULTANT, WILL REQUIREBACKFILLING WITH CONCRETE AT NO ADDITIONAL COST TO THEOWNER.2.1.5.DO NOT DISTURB THE BOTTOM OF EXCAVATIONS IN ANY WAY THATMAY ADVERSELY AFFECT THE LOAD BEARING VALUE.2.1.6.THE CONTRACTOR SHALL AT ALL TIMES KEEP ALL EXCAVATIONS ANDTRENCHES DRY AND FREE FROM WATER AT THEIR OWN EXPENSE ANDSHALL BUILD DAMS, WATERCOURSES AND OTHER WORK NECESSARYFOR THIS PURPOSE AND PROVIDE AND KEEP IN OPERATION PUMPS OFSUFFICIENT CAPACITY FOR THIS PURPOSE.2.1.7.PROMPTLY BACKFILL EXCAVATIONS AS THE WORK PROGRESSES, BUTNOT BEFORE STRUCTURAL CONCRETE, MASONRY WALLS, PEDESTALSAND OTHER STRUCTURAL CONCRETE HAVE ATTAINED FULLSTRENGTH. STRUCTURAL WORK MUST BE INSPECTED PRIOR TOBACKFILLING. BACKFILL EVENLY ON BOTH SIDES OF THE FOUNDATIONWALLS TO AVOID UNEQUAL PRESSURE ON WALLS.2.1.8.IN BACKFILLED AREAS AND TRENCHES WHICH WILL BE UNDER FLOORSLABS, SIDEWALKS, ROADWAYS, ETC., THE CONTRACTOR SHALLPROVIDE AND USE MECHANICAL COMPACTING EQUIPMENT, SUIT FORUSE IN CONFINED SPACES AND SHALL PLACE THE BACKFILLMATERIALS MAXIMUM 8" (200MM) DEEP LAYERS, AND COMPACT EACHLAYER TO 95% STANDARD PROCTOR DENSITY. WHEN NECESSARY,APPLY WATER, IN AMOUNTS AS DIRECTED BY CONSULTANT, TO THEBACKFILL MATERIALS TO ACHIEVE THE DESIGNED AMOUNT OFCOMPACTION.2.1.9.ANY SURPLUS MATERIAL FROM CLEARING, STRIPPING, EXCAVATION ORGRADING OPERATIONS NOT REQUIRED ON THE PROJECT SHALL BEREMOVED FROM SITE BY THE CONTRACTOR.2.1.10.REMOVE ANY CONTAMINATED OR DANGEROUS MATERIALSENCOUNTERED DURING EXCAVATION FROM SITE AND DISPOSE OF IN ASAFE MANNER.2.1.11.INTERIOR BACKFILL: TO THE U/S OF GRANULAR 'A' BASE NOTED ONDRAWINGS SHALL BE GRANULAR 'B'.2.1.12.EXTERIOR BACKFILL: UNDER CONCRETE SLABS AND SITESTRUCTURES, TO THE U/S OF GRANULAR 'A' BASE NOTED ONDRAWINGS SHALL BE GRANULAR 'B'.2.1.13.EXTERIOR BACKFILL: UNDER SOD OR LANDSCAPED AREAS, SHALL BESITE MATERIAL, CLEAN AND FREE OF DEBRIS. TOPSOIL IMPORTED BYTHE OWNER TO THE SITE SHALL BE INSTALLED BY THE CONTRACTOR.2.1.14.GRANULAR 'A' MATERIAL, SHALL BE CLEAN, CRUSHED ROCK, FREE OFLUMPS OF CLAY CONFORMING TO OPSS.PROV FORM 1010.2.1.15.GRANULAR 'B' MATERIAL CONFORMING TO OPSS.PROV FORM 1010.2.1.16.CONCRETE BACKFILL: 15 MPA OR AS APPROVED BY CONSULTANT.2.1.17.WATER SERVICE: BEDDING MATERIAL, TYPE 1 COARSE SAND.2.1.18.APPROVED BACKFILL: NATIVE ON SITE MATERIAL.2.0 SITE WORK (CONTINUED)1.THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL WORK ANDITEMS NECESSARY FOR THE COMPLETION OF WORK. THE WORKSHALL BE REQUIRED WHETHER OR NOT SHOWN ON THE PLANSAND/OR CONSTRUCTION DOCUMENTS, BUT ARE REASONABLEINFERABLE AS BEING.2.ALL DIMENSIONS ARE TO BE CONFIRMED ON SITE AND ANYDISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TODEMOLITION.3.EXISTING ITEMS ARE PICTORIAL AND MAY NOT BE EXACTLY ASSHOWN ON DRAWINGS. NOT ALL FLOOR , WALL OR CEILINGMOUNTED EQUIPMENT, ACCESSORIES, SIGNAGE ETC. MAY BEINDICATED. ALLOW FOR THE REMOVAL OF ALL EQUIPMENT,ACCESSORIES, SIGNAGE ETC. IN THE AREA OF WORK.4.EXTENT OF BUILDING DEMOLITION IS INDICATED ON THE DRAWINGS.IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ANDCOORDINATE WITH THE OWNER AND TENANT DEMOLITIONPROCEDURES AND SEQUENCE AND TO ENSURE THE STABILITY ANDSAFETY OF THE STRUCTURE AND ITS COMPONENT PARTS.5.BEFORE STARTING WORK, MAKE A THOROUGH EXAMINATION OFTHOSE PORTIONS OF THE STRUCTURE IN WHICH THE WORK IS TOBE PERFORMED. CHECK ALL THE WORK ADJOINING OR ATUNDERLYING LOCATIONS. REPORT TO THE ARCHITECT ANY ANDALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISEEFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OFTHE WORK. DO NOT START THE WORK UNTIL SUCH CONDITIONSHAVE BEEN EXAMINED AND A COURSE OF ACTION HAS BEENMUTUALLY AGREED UPON.DEMOLITION NOTES2.1.1.THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND SERVICES PRIORTO ANY EXCAVATIONS. WHEN SUCH SERVICES ARE ENCOUNTEREDDURING EXCAVATION WORK, IMMEDIATELY NOTIFY THE OWNER ANDCONSULTANT. PROTECT, BRACE AND SUPPORT ENCOUNTEREDSERVICES. WHERE REPAIRS TO THESE SERVICES BECOME NECESSARYDUE TO DAMAGE BY THE CONTRACTOR, REPAIR AT NO ADDITIONALCOST TO THE CONTRACT TO THE SATISFACTION OF THE OWNER.2.1.2.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THEIRTRADES OR OWN FORCES WITH MATERIALS TO MATCH EXISTING.2.1.3.DO NOT SELL OR BURY MATERIALS ON SITE.2.0 SITE WORK5.0 METALS5.0.1.Structural steel shall comply with the applicable requirements ofCSA-S16 and CSA-S136.5.0.2.All structural steel shall be CAN/CSA-G.40.21 Grade 300W.5.0.3.Steel angle lintels and other miscellaneous metal items shall receivea shop coat of zinc-rich paint on less than 0.5 mils in thickness, andcontaining not less than 95 % zinc in the dry film.6.0 WOOD & PLASTICS6.0.1.All lumber shall be graded in accordance with NLGA standard gradingrules for Canadian lumber. Framing lumber, blocking, nailers, etc.shall be No. 2 Grade Spruce Pine Fir Group D. Moisture content shallbe 19 % or less.6.0.2.specified herein, or required for proper installation of carpentry andmillwork. Fastenings not shown or specified shall be of a suitablequality, size, strength, finish, and durability to provide adequateperformance and/or appearance as required by their location in thework.6.0.3.Plastic laminate: shall conform to CAN3-A172-M79, Type 1, generalpurpose, 1/16" nominal thickness. All panels shall be balanced with.020" backing sheet. Use urea resin adhesive conforming to CSA0112.5-M1977. Plastic laminate shall have suede finish, colour byOwner.6.0.4.Particle board: unless noted otherwise, shall be particle core board(PCB), 120g thickness as noted on the drawings. Apply plasticlaminate to all exposed edges.6.0.5.Edging: shall be plastic laminate, colour to match face panels, fieldapplied to manufacturer's specifications.6.0.6.Fitment framing: pine, to NLGA (Standard Grading Rules for CanadianLumber, 1987) 115a, No. 1 common.6.0.7.Plywood: spruce, thickness as noted on the drawing.6.0.8.Submit shop drawings sand samples in accordance with Section 01000General Requirements for all millwork items. Indicate details ofconstruction, profiles, jointing, fastening and other related details.Indicate all materials, thicknesses, finishes and hardware.7.0 THERMAL & MOISTURE PROTECTION7.0.1.Exterior caulking: shall be three-part epoxidized polyurethaneterpolymer sealant "Dymeric" as manufactured by TremcoManufacturing Co. (Canada), or approved equal, meeting therequirements of CGSB CAN 2-19.24-M80. Colours to be selected bythe Owner.7.0.2.Interior caulking: (with the exception of expansion joints andperimeters of washroom fixtures) shall be non-staining one partacrylic terpolymer sealant "Mono 555" as manufactured by TremcoManufacturing Co. (Canada), or approved equal, meeting therequirements of CGSB 19-GP-5M.7.0.3.Caulking for perimeter of washroom fixtures: silicone containingsuitable fungicide such as "Tremsil 600", or approved equal.7.0.4.Caulk around all door frames both sides, all control joints, alljoints between metal and masonry surfaces, around plumbing fixturesand other locations shown on the drawings.7.0.5.Vapour barrier used with friction fit insulation shall be standardcommercial quality polyethylene film at least 6 mils in thicknessconforming with all test requirements to ASTM D697, D882 and D1004.7.0.6.Closures: .1 Metal: fabricated from the same material, gauge andcolour AS EXISTING.7.0.7.Exterior fasteners: self-tapping nylon, hex-headed sheet metalscrews. Nylon head shall be in a matching colour to blend withexterior steel and shall have a sealing washer flange as an integralpart of the head to form a watertight seal.8.0 DOORS & WINDOWS8.0.1.Hollow metal frames shall be 16 ga. minimum zinc coating of 0.90oz/ft2 G-90 glavanized. Each frame shall be provided with 3 singlestud door silencers.8.0.2.Frames to be welded seam type and shall have heavy reinforcement atcorners, hinge, strike and closer locations, and shall be prepared forinstallation of templated hardware and rubber door silencers. Allstrike, hinge and closer reinforcing shall be protected on all sideswith metal guard boxes. Frame depths to suit wall thickness.8.0.3.Hollow steel doors shall be as follows:.1 Exterior: 16 ga., minimum zinc coating of 0.90 oz/ft2, G-90galvanized.8.0.4.Doors shall be constructed of steel sheets welded to 16 gaugevertical steel stiffeners. Vertical door seams shall be interlockedand fully welded. All doors shall have the top and bottom edgesclosed with a continuous channel. Door shall be reinforced at hinge,lock and closer locations. Fit all exterior doors with top weathercap.8.0.6.Submit shop drawings for doors, frames, screens, windows in accordancewith Section 1000 General Requirements prior to fabrication.8.0.7.Door hardware:.1Hardware selection by owner. An approved hardware list will beprepared and separately bid under the direction of the Consultantafter award of the contract. The general contractor shall assumefull responsibility for the sub-contract when awarded..2The Contractor shall include in the contract price the cost ofall labour, materials, overhead and profit applicable to theinstallation of all finishing hardware..3All unspent portions of the allowance shall be credited to theOwner..4Submit shop drawings for doors and frames in accordance withSection 01000 General Requirements. Indicate each type of door andframe, material, steel core thicknesses, mortises, reinforcements,location of exposed fasteners, openings, glazing, louvres, arrangementof hardware and fire rating. Include schedule identifying each unitwith door marks and numbers relating to numbering on drawings and inthe door schedule.9.0 FINISHES9.0.1.Proceed with painting only when surfaces and conditions aresatisfactory for production of a first class job. commencement of work shallimply acceptance of conditions.9.0.2.Finishes and specified number of painting coats are intended to coverthe surface completely. If they do not, apply additional coats until completecoverage is achieved.9.0.3.The Owner will provide a Colour Finish Schedule prior to field painting.9.0.4.All exposed metal (ferrous), steel doors and frames shall receive onecoat zinc chromate primer and two coats exterior alkyd enamel.9.0.5.All interior concrete block walls shall receive one coat block fillerand two coats interior acrylic latex, semi gloss finish.9.0.6.All interior gypsum board walls shall receive one coat primer and twocoats interior acrylic latex, eggshell finish. EXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGMECH.ROOMEXISTINGCOVEREDENTRYEXISTINGWASHROOMEXISTINGDISPLAYAREAEXISTINGENTRYNEW FEMALEWASHROOM104105NEW UNIVERSAL/MALE WASHROOMEXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGCOVEREDENTRYP1P1P1P2 P3P3101-2103-1105-1104-1 KINGSTONBOWL KINGSTONBOWL 101-1ØEXISTINGWASHROOMEXISTINGMECH.ROOMEXISTINGOFFICEEXISTINGDISPLAYAREAEXISTINGENTRYEXISTINGCOVEREDENTRYEXISTINGWASHROOMAREA OFWORK78'-212"32'-234"P1P2P3101-1101-1104-1105-1MALE WASHROOM105NEW UNIVERSAL/A2ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET FINISHED FLOOREMERGENCYPUSHIN THE EVENT OF ANEMERGENCY PUSHEMERGENCY BUTTON ANDAUDIBLE AND VISUAL SIGNWILL ACTIVATEFINISHED FLOOR*NOTE:FINISHED FLOORSO A P D I S P E N S E R(SDP)*PAPER TOWELD I S P E N S E R ( P T D ) * S A N I T A R Y N A P K I NVENDOR (SNV)WASTE RECEPTACLES U R F A C E M O U N TSHELFS A N I T A R Y N A P K I N D I S P O S A L ( S N D )WALL MOUNTEDTACTILE SIGNSHAND DRYINGEQ U I PM E N T ( H D ) *WASTE RECEPTACLEFLOOR (WST RCPT)POWER DOORO P E R A TO R 150mm DIA. 50mm x 100mm 600mm MIN.TO 1500mm MAX.BEYOND DOOR SWINGWHEN DOOR OPENSTOWARDS CONTROLNEW FEMALEWASHROOM104105NEW UNIVERSAL/MALE WASHROOMEXISTINGCOVEREDENTRYP1P1P1P2P3P3 ENTRYEXISTINGMECH.ROOM KINGSTONBOWL KINGSTONBOWL A3ASSOCIATESLIMITED phone : (519) 672-4100 fax : (519) 433-9351engineers155 york street - london - N6A 1A8e-mail : mail@spriet.on.caLONDON LTD.architectsSPRIET TOILET TISSUE DISPENSER24" HORIZONTAL GRAB BAR PAPER TOWEL DISPENSERSOAP DISPENSERMIRROREDCBAWASHROOM ACCESSORIES LEGENDCONTINUOUS 'L-SHAPED' GRAB BAR FSHELFEMERGENCY CALL BUTTONCOAT HOOKIHGIN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON ANDAUDIBLE AND VISUAL SIGN WILL ACTIVATEJSANITARY NAPKIN DISPOSAL KGARBAGE RECEPTACLELPOWER DOOR OPERATOR (D.O.D.)DAFADOOR & FRAME SCHEDULE101-1MATERIALELEV.FINISH104-1DOOR SIZEDOORREMARKSMATERIALELEV.FINISHFRAMEDOOR TYPESFRAME TYPESSTANDARDSDOORS & FRAMES: PAINT, SEMI GLOSS LATEX,COLOUR TO BE SELECTED BY OWNERROOM NAME105-1TAGABBREVIATIONSALUMALUMINUMANODANODIZEDEXEXISTINGHMHOLLOW METALM.DR.MATCH DOOR HEAD HEIGHTPREPRE FINISHEDSWCSOLID WOOD CORETGLTEMPERED GLASS Washroom Upgrade Addenda # 02 Page 1 ADDENDUM NO. 02 OWNER: The Corporation of the Municipality of Bayham 56169 Heritage Line Straffordville ON N0J 1Y0 DATE: September 26, 2024 PROJECT: Washroom Upgrade Port Burwell Marine Museum 18 Pitt Street, Port Burwell ON JOB NUMBER: 223231 _______________________________________________________ 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 cerƟfied cheque for 10% of the contract value including all applicable taxes will be required as Contract Security. The security value will be returned upon substanƟal compleƟon of the project. An addiƟonal cerƟfied 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 compleƟon of the project, any part of this warranty holdback may be used to correct defects that may develop within that Ɵme frame. The Contractor shall be given noƟce of any warranty items that arise, and they may promptly make good such defects prior to the 3% warranty being used. Any unused porƟon of the warranty holdback will be returned to the Contractor one year from the date of SubstanƟal CompleƟon. Bonding is required for bids over $500 000.00. Washroom Upgrade Addenda # 02 Page 2 3 All quesƟons must be submiƩed by noon (12:00 pm) on September 30. Any quesƟons received aŌer that date/Ɵme will remain unanswered. - END OF ADDENDUM NO. 2 -