City of Summerside - RECLADDING & REROOFING · Summerside City Hall, Tender Box, 1st Floor, 275 Fitzroy Street, Summerside, PEI, C1N 1H9 up to and including 2:00 p.m., local time,

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RECLADDING & REROOFING – ELECTRIC SERVICE BUILDING 94 Ottawa Street Summerside, PE Project No: 179-00076-00 August 2017

SPECIFICATIONS

Recladding & Reroofing - Electric Service Building Section 00 01 10 94 Ottawa Street Summerside, PE Page 1 of 2

TABLE OF CONTENTS

Division 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS The City of Summerside Invitation to Tender ........................................................................ 28 Section 00 21 30 – Supplementary Bid Information Form ........................................................ 3 Division 01 – GENERAL REQUIREMENTS Section 01 11 00 – Summary of Work ....................................................................................... 2 Section 01 14 00 – Work Restrictions ....................................................................................... 2 Section 01 21 00 – Allowances ................................................................................................. 1 Section 01 23 10 – Alternatives ................................................................................................. 1 Section 01 29 00 – Payment Procedures .................................................................................. 3 Section 01 32 18 – Construction Progress Schedules Bar (GANTT) Chart .............................. 3 Section 01 33 00 – Submittal Procedures ................................................................................. 4 Section 01 35 30 – Health and Safety Requirements ............................................................... 3 Section 01 35 35 – Fire Safety Requirements ........................................................................... 3 Section 01 41 00 – Regulatory Requirements ........................................................................... 1 Section 01 51 00 – Temporary Utilities ..................................................................................... 3 Section 01 52 00 – Construction Facilities ................................................................................ 2 Section 01 56 00 – Temporary Barriers and Enclosures........................................................... 2 Section 01 61 00 – Common Product Requirements ................................................................ 4 Section 01 73 03 – Execution Requirements ............................................................................ 3 Section 01 74 11 – Cleaning ..................................................................................................... 3 Section 01 77 00 – Closeout Procedures .................................................................................. 2 Section 01 77 10 – Contract Closeout Forms ........................................................................... 3 Section 01 78 00 – Closeout Submittals ................................................................................... 6 Division 02 – EXISTING CONDITIONS Section 02 41 19 – Selective Structure Demolition ................................................................... 4 Section 02 61 33 – Hazardous Materials .................................................................................. 4 Division 03 – CONCRETE Section 03 10 00 – Concrete Forms and Accessories .............................................................. 2 Section 03 30 00 – Cast-In-Place Concrete .............................................................................. 5 Division 06 – WOOD, PLASTICS AND COMPOSITES Section 06 10 10 – Rough Carpentry ........................................................................................ 3 Section 06 40 00 – Architectural Woodwork ............................................................................. 7 Division 07 – THERMAL AND MOISTURE PROTECTION Section 07 26 00 – Sheet Vapour Retarders ............................................................................. 2 Section 07 27 10 – Air Barriers - Descriptive or Proprietary ..................................................... 5 Section 07 46 19 – Metal Siding ................................................................................................ 2 Section 07 61 00 –Sheet Metal Wall Panel and Roofing System ............................................. 3 Section 07 62 00 – Metal Flashing and Trim ............................................................................. 3 Section 07 92 10 – Joint Sealers ............................................................................................... 4

Recladding & Reroofing - Electric Service Building Section 00 01 10 94 Ottawa Street Summerside, PE Page 2 of 2

Division 08 – OPENINGS Section 08 11 16 – Aluminum Door and Frames ...................................................................... 5 Section 08 36 13 – Overhead Doors ......................................................................................... 9 Section 08 44 00 – Aluminum Framing System ....................................................................... 5 Section 08 71 10 – Door Hardware ........................................................................................... 4 Section 08 80 50 – Glazing ....................................................................................................... 4

END OF TABLE

Tender No. 2017‐T‐ELEC‐18740 OTTAWA STREET RECLADDING

City of Summerside Page 1 of 21275 Fitzroy Street, Summerside, PE C1N 1H9 www.summerside.ca Small city. Big opportunity.

THE CITY OF SUMMERSIDE

INVITATION TO TENDER TENDER NO. 18470 94 Ottawa Street Recladding

Sealed Tenders marked “2017-T-ELEC-18740 OTTAWA STREET RECLADDING” will be received at Summerside City Hall, Tender Box, 1st Floor, 275 Fitzroy Street, Summerside, PEI, C1N 1H9 up to and including 2:00 p.m., local time, August 21, 2017 for the following work: The City of Summerside requires a qualified contractor for the recladding of the municipal services building located at 94 Ottawa Street, Summerside. Recladding work will involve the replacement of metal roofing and siding and all associated insulation, replacement of gutters and downspouts, replacement of three (3) doors and frames, replacement of six (6) overhead doors, Installation of two (2) new doors, replacement of fourteen (14) windows and installation of twenty-four (24) bollards.

Project Timeline

Tender Closing Date 2:00 P.M. August 21, 2017

Anticipated Award Date August 25, 2017

Anticipated Start Date September 1, 2017

Anticipated Project Completion TBD

Tender documents are available from:

The City of Summerside Municipal Services Office

94 Ottawa St, Summerside, PE Contact: Debbie Cameron

Phone: 902-432-1268 Email: [email protected]

Tenders will be opened in the Finance Board Room (1st floor) immediately after the closing hour of this Tender, at which time interested parties, may be present if so desired.



Contents 1 Tender Submission Instructions .............................................................................................................. 4

1.1 Definitions ........................................................................................................................................ 4

1.2 Queries/Addenda ............................................................................................................................. 4

1.3 Submission of Tender ...................................................................................................................... 5

1.4 Tender Forms ................................................................................................................................... 6

1.5 Closing Date ..................................................................................................................................... 6

1.6 Tender Opening ............................................................................................................................... 6

1.7 Acceptability of Tender .................................................................................................................... 6

1.8 Bid Pricing ........................................................................................................................................ 7

1.9 Contract ........................................................................................................................................... 8

1.10 Evaluation .................................................................................................................................... 8

1.11 Payment ....................................................................................................................................... 8

1.12 Holdback ...................................................................................................................................... 8

1.13 Subcontractors ............................................................................................................................. 9

1.14 Tender Qualifications ................................................................................................................... 9

1.15 Liability ......................................................................................................................................... 9

1.16 Bid Bond ....................................................................................................................................... 9

1.17 Tenderer’s Experience ............................................................................................................... 10

1.18 Penalty Clause ............................................................................................................................ 10

1.19 Withdrawal / Amendment of Tenders ...................................................................................... 10

1.20 Limitation of Damages – Contract A .......................................................................................... 10

1.21 Bid Clarifications ........................................................................................................................ 10

1.22 No Lobbying ............................................................................................................................... 11

1.23 Further Information ................................................................................................................... 11

2 General Conditions & Insurance Requirements .................................................................................... 12

2.1 Contractor ...................................................................................................................................... 12

2.2 No Claim for Compensation .......................................................................................................... 12

2.3 Manner of Performance ................................................................................................................ 12

2.4 Inspection ....................................................................................................................................... 12

2.5 Materials, Appliances and Employees ........................................................................................... 13

2.6 Emergencies or Non‐compliance by Contractor ........................................................................... 13

2.7 Changes in Work ............................................................................................................................ 13



2.8 Valuation of Changes ..................................................................................................................... 13

2.9 Applications for Payment .............................................................................................................. 14

2.10 Permits, Notices, Law & Rules ................................................................................................... 14

2.11 Local Conditions ......................................................................................................................... 14

2.12 Compliance with Workers Compensation Regulations ............................................................. 15

2.13 Protection of the Work, Property and Public ............................................................................ 15

2.14 Safety ......................................................................................................................................... 15

2.15 Owner’s Right to Do Work ......................................................................................................... 16

2.16 Work by Others .......................................................................................................................... 16

2.17 Owner’s Right to Terminate Contract ....................................................................................... 16

2.18 Contractors Right to Terminate Contract .................................................................................. 17

2.19 No Assignment or Sub‐Letting of Contract Without Consent ................................................... 17

2.20 Prices to be Accepted as full Compensation ............................................................................. 17

2.21 Public Liability & Property Damage Insurance .......................................................................... 17

2.22 Indemnification of City .............................................................................................................. 19

2.23 Service Contracts ....................................................................................................................... 19

3 Project Description / Scope ................................................................................................................... 20

3.1 Project Description ........................................................................................................................ 20

3.2 Project Scope ................................................................................................................................. 20

3.3 Schedule ......................................................................................................................................... 21

3.4 Site Visit .......................................................................................................................................... 21

APPENDIX A – Tender Forms ........................................................................................................................... 1

Form 1 – Company Details .......................................................................................................................... 1

Form 2 – Bid Sheet ...................................................................................................................................... 2

Form 3 – List of Equipment and Senior Personnel ...................................................................................... 3

Form 4 – Work Schedule ............................................................................................................................. 4

Form 5 – Comparable work Experience ...................................................................................................... 5

Form 6 – List of Subcontractors .................................................................................................................. 6

APPENDIX B – DETAILED DRAWINGS ............................................................................................................... 1



1 Tender Submission Instructions 1.1 Definitions

a. “City”, “The City”, “Owner”, “Summerside Electric”, “City of Summerside” means The City of Summerside. b. “Bidder” means the individual or company that submits, or intends to submit, a bid for consideration c. “must”, “mandatory”, “require”, or “shall” means a requirement that must be met in order for the bid to be considered d. “should” or “desirable” means a requirement having a significant degree of importance to the objectives of the Invitation to Tender e. “contract” means the written form of agreement between the City and the successful Bidder of the Invitation to Tender process f. “Contractor” means the successful Bidder to this Invitation to Tender process who enters into a written form of agreement with the City.

1.2 Queries/Addenda Direct questions to the City of Summerside

Debbie Cameron, Phone: 902‐432‐1268 If a bidder finds discrepancies in or omissions from the drawings, specifications or other Tender Documents, or if he is in doubt as to their meaning, he should advise the City of Summerside immediately in writing. A written addendum will be sent to Bidders if considered necessary by the consultant. Addenda may be issued during bidding period. All addenda become part of Contract Documents. Include costs in Bid Price. Verbal answers are only binding when confirmed by written addenda. Clarifications requested by bidders must be in writing not less than five (5) days before date set for receipt of Bids. Reply will be in form of an addendum, a copy of which will be forwarded to known bidders no later than two (2) working days before receipt of Bids.

Each Bidder shall ascertain, prior to submitting his Tender, that he has received all addenda issued, and shall acknowledge their receipt by returning, with his Tender a signed copy of each addenda issued.



1.3 Submission of Tender By issuing this Tender the City of Summerside invites proposals from any firm. The Sealed Tender shall be addressed to: The City of Summerside 275 Fitzroy Street Summerside, PE, C1N 1H9 Tender envelopes should be clearly marked:

“2017‐T‐ELEC‐18740 OTTAWA STREET RECLADDING” If submitting the tender via a courier, please ensure that the tender is inside a sealed, marked envelope inside the courier package. The outside of the envelope holding the tender should also include the return address of the bidder to be used in the event the tender needs to be returned unopened. Submission of tenders to the City via direct facsimile or email are not acceptable and all tenders must be submitted in a sealed envelope, clearly marked with the tender number and project title. Proponents shall submit all Tender Forms with their tender submission in the order they’re found. Tenders which contain qualifications, or omissions, which make comparison with other tenders difficult, may be rejected by the Owner. A tenderer may, at the tenderer’s election, submit an alternative tender which varies the materials, products, designs or equipment for those specified in the tender documents, but an alternative tender must be in addition to, and not in substitution for, a conforming tender. The only alternative tender that the Owner may accept is an alternative tender submitted by the tenderer whose conforming tender would have been accepted by the Owner as the successful compliant tender. One complete copy of each bid submission should be submitted. The City also requests that a pdf file(s) of the entire bid submission be included on a CD/DVD/memory stick. The City of Summerside is open on business days from 8:30am to 4:30pm, Atlantic Time, and is closed on Saturdays, Sundays and holidays.



1.4 Tender Forms

The following are found in APPENDIX A and they shall all be included with a proponent’s tender submission in the order they are found numbered consecutively.

□ Form 1 ‐ Company details □ Form 2 ‐ Bid Sheet □ Form 3 ‐ List of Equipment and Senior Personnel □ Form 4 ‐ Work Schedule

A construction schedule showing substantial performance by the date or within the duration.

□ Form 5 ‐ Comparable Work Experience A list of previous comparable work, including a brief description of the work, approximate contract value and references with phone numbers

□ Form 6 ‐ A complete list of subcontractors, if any, that the tenderer will use for the work including full names

□ Bid Bond & Sureties □ Any additional information that a proponent may choose to provide.

1.5 Closing Date Tenders will be received up until 2:00 p.m., local time, August 21, 2017 at Summerside City Hall, Tender Box, 1st Floor, 275 Fitzroy Street, Summerside, PE, C1N 1H9. Tenders received after the closing time will be returned unopened at the bidder’s expense.

1.6 Tender Opening Tenders will be opened in the Second Floor Meeting Room at City Hall 275 Fitzroy Street, Summerside, PE, immediately after the closing hour of this Tender, at which time interested parties, may be present if so desired.

1.7 Acceptability of Tender The City reserves the right:

a) to award bids received on the basis of individual items or groups of items or on the entire list of items;

b) to split awards in any combination as the City may deems appropriate. If the bid is submitted on an all or none basis, it shall be clearly stated.

c) to reject any or all bids, or any part thereof; d) the lowest or any tender shall not necessarily be accepted; e) to waive any informality in the bids; f) to accept the bid, or any portion, that is in the best interest of the City; and



g) in the event a single bid is received, the Owner may open the bid privately without reference to the bidder. If the bid is opened and it is in excess of the Owner's budget, the Owner reserves the right to re‐issue the Bid Documents for new public re‐bid without revisions being made to the Bid Documents and without disclosing the single Bid Price. The Owner reserves the right to accept or reject a single bid.

An acceptance mailed to the successful bidder within the time for acceptance specified in the tender results in a binding contract without further action by either party. Tenders that are unsigned, incomplete, illegible, unbalanced, obscure, or contain irregularities may be rejected as informal. Tender form must contain the Tenderers business or home address, legal name and shall be signed by an authorized signatory of the business. The Tender shall be open for acceptance for a period of sixty (60) days from the date of closing of this Tender. The City of Summerside reserves the right to waive any irregularities at their own discretion. Unit prices shall be filled in where indicated on the Tender form. Award of this Contract is subject to the approved budget. If pricing falls above budget the scope of work may be revised.

1.8 Bid Pricing Unit prices shall be shown for each unit on which there is a tender. Partial bids may be accepted at the Owner’s discretion. All prices and notations should be typewritten or written in ink. No erasures are permitted. Mistakes should be crossed out and corrections typewritten or written in ink adjacent thereto, and initialed in ink by the proper signing officer of the Tenderer. In the case of mistakes in the extension of prices, unit prices will govern. Unless otherwise specified herein by the City of Summerside, all prices quoted are to be net prices in Canadian funds including Canadian Customs duties, and are to be F.O.B. including delivery charges to the destination as indicated.



The City reserves the right to terminate this contract based on unacceptable price increases during the contract period.

1.9 Contract Upon award the Tenderer will be required to complete the City of Summerside form of agreement (“CCDC 2 – 1994 Stipulated Price Contract”). Once the contract is fully executed a signed copy will be returned to the vendor and a purchase order will be issued. This PO number should be referenced on all invoices

1.10 Evaluation

The Contractor may be evaluated on its performance at any time during the Term as well as on contract completion. If an evaluation is done, The City's purchasing department shall provide a copy of the completed vendor performance evaluation form to the Contractor. Information contained in the form will be used for future procurement evaluations and award recommendations. Should the Contractor view any of the information contained therein to be at variance with its own evaluation of performance, the Contractor shall, within ten (10) days of receipt of the vendor performance evaluation form, give notice in writing to The City setting out the items in question which the Contractor feels to be incorrect. The City will then arrange a meeting including the project manager for The City and the Contractor to review the differences. In line with the City of Summerside`s purchasing philosophy, the City will give preference to local suppliers of goods and services, assuming compliance with relevant legislation such as NWPTA and AIT, and assuming their pricing, quality and experience are comparable with non‐local suppliers. Local shall mean a permanent business that operates from a property that is owned or rented by the business within the boundaries of the province of Prince Edward Island.

1.11 Payment

The City of Summerside will issue payment in accordance with progress of work. Invoices may be issued to the City of Summerside on a monthly basis or as negotiated with the City. The Contractor shall notify the City when 80% of the original contract price has been invoiced. Tenderers shall note that the City of Summerside will require all vendors to be paid by direct deposit. Upon award, the City will require the vendors banking and contact information. Invoices are paid net 45 days.

1.12 Holdback

a) Ninety per cent (90%) of each invoice for completed work will be paid by the City, ten per cent (10%) of invoiced completed work will be held back until completion of the contract. The Contractor shall submit a separate invoice to the City for release of the holdback funds.



b) The City shall approve release of the 10% holdback referred to in Section 1.10a) to the Contractor no sooner than fifty‐five (55) days following satisfaction of ALL of the following conditions:

i. City Representative certifies the date of Substantial Performance of the Work, if given, or Total Performance otherwise;

ii. The Contractor provides proof to the City attesting that all monies owing to the Contractor's workers, subcontractors, material and equipment suppliers and government agencies have been paid.

1.13 Subcontractors

The Owner reserves the right to object to any of the subcontractors listed in a tender. If the Owner objects to a listed subcontractor(s) then the Owner will permit a tenderer to, within 5 days, propose a substitute subcontractor(s) acceptable to the Owner provided that there is no resulting adjustment in the Tender Price or the completion date set out in the Tender submission. A tenderer will not be required to make such a substitution and, if the Owner objects to a listed Subcontractor(s), the tenderer may, rather than propose a substitute subcontractor(s), consider its tender rejected by the Owner and by written notice withdraw its tender. The Owner shall, in that event, return the tenderer's bid security.

1.14 Tender Qualifications

The Contractor is expected to employ competent people, properly trained and instructed to effectively, efficiently and safely perform the requirements of the work. All personnel are expected to be presentable and professionally competent to conduct themselves and the work. By submitting a tender the tenderer is representing that it has the competence, qualifications and relevant experience to do the work. The Contractor shall ensure that the “Person In Charge” of the work, is in full time attendance at the Job‐Site, and is a qualified person holding all necessary trade certifications.

1.15 Liability

The Tenderer shall ensure that the City of Summerside, its officers and employees, are saved harmless from any liability whatsoever arising out of the Tenderer's performance or non‐performance of the term of this Tender, including the performance by any sub‐Contractor.

1.16 Bid Bond

The Tender must be accompanied by tender security (“Bid Security”) in the amount of ten percent (10%) of the Bid Price and in the form of a bid bond issued in a form reasonably satisfactory to the Owner, The City of Summerside.



1.17 Tenderer’s Experience Tenderer shall be required to submit evidence as to their ability to carry out the work, and should have at least one (1) year of experience as a Bonafide Contractor. The Contractor should be prepared to satisfy the City as to their competency for performing the work satisfactorily and within the time stated in the specifications and conditions attached.

1.18 Penalty Clause

The contract remains in force until final sign off by the City of Summerside for all work. Prior to contract award, the City and contractor shall agree to a completion date for the complete scope of work. If a completion date cannot be agreed to, the tender will be deemed void. The City reserves the right to apply the following penalty for late completion of work: Penalty $$ Amount = (# of full weeks overdue)*(Contract Price)*(0.01) If the City chooses to enact the penalty, the dollar amount above will be deducted from the contract between the Contractor and City.

1.19 Withdrawal / Amendment of Tenders

Any proponent may, after submitting a proposal, submit a revised proposal at any time before the proposal deadline. Where multiple proposals are received from the same proponent, COS will only examine the proposal which is last submitted to the Tender Box ‐ prior proposals submitted by that proponent will be destroyed and will not be considered. If a proponent decides to withdraw a proposal before the proposal deadline that proponent may do so by means of a letter bearing their hand written signature submitted to the Tender Box. After the deadline listed in section B, all proposals/bids will be non‐revocable for a period of 60 days.

1.20 Limitation of Damages – Contract A

That the Owner will not be liable to the Tenderer for more than $2,000.00 in total damages for:

a) Any breach or breaches (including any fundamental breach) by the Owner of any tender process contract (Contract A) that may arise between the Tenderer and the Owner in connection with this Tender, or

b) Any negligence or other tort committed by the Owner in connection with this Tender.

1.21 Bid Clarifications

The Owner in its sole discretion reserves the right to clarify any bid after closing and prior to award.



1.22 No Lobbying Proponents must not attempt to communicate directly or indirectly with any staff member, contractor or representative of the City of Summerside, including the evaluation committee and any elected officials of the City of Summerside, or with members of the public or the media about a project described in this invitation to Tender, or otherwise in respect of the Invitation to Tender, other than as expressly directed or permitted by the City of Summerside.

1.23 Further Information

Prospective Proponents may pose the City of Summerside questions in order to develop their proposals. Although informal questions via telephone, text or in person are allowed and encouraged, COS only commits to answering questions which are received in writing by email a minimum of 4 working days before the tender deadline. Answers for written questions will be provided a minimum of 2 working days before the tender deadline. COS will, at its own discretion, issue Addendums when providing additional information to all proponents will improve the quality of proposals received. These questions will be gathered and distributed by the City’s electrical summer student. Inquiries should include the tender name in the e‐mail’s subject title and be sent to the following address: Email: [email protected] All additional information requested and received shall be included, in detail, with bid submission.



2 General Conditions & Insurance Requirements 2.1 Contractor

The Contractor shall be deemed the “Prime Contractor” for the works site(s) under the Regulations of the Workers Compensation Act and Occupational Health and Safety Regulation and must fulfill all of the obligations required of a “Prime Contractor.”

2.2 No Claim for Compensation Except as expressly and specifically permitted in these instructions to Tenderers, no Tenderer shall have any claim for any compensation of any kind whatsoever, as a result of participating in the tender, and by submitting a bid each tenderer shall be deemed to have agreed that it has no claim.

2.3 Manner of Performance The whole of the work and the manner of performing same shall be done in a professional / workmanlike manner, and all personnel shall have an adequate experience and background in the work required, and to the entire satisfaction and approval of the City of Summerside.

2.4 Inspection a) Periodic Inspection Periodic inspection of the work areas will be made by the City of Summerside to verify that the service supplied by the Contractor is adequate in all respects. If any deviations from this exist, the Contractor will be notified either verbally or in writing of the corrective measures to be taken. Upon notification, the Contractor must proceed without delay to institute corrective measures. Such periodic inspections shall not relieve the Contractor in any way from Contractor led inspections to ensure that the work is being satisfactorily performed. b) Supplies All supplies shall be subject to inspection and test by and shall meet the approval of the City, and the decision shall be final and binding upon all parties. The Contractor shall adopt such inspection measures as may be considered necessary by the City to ensure that the supplies supplied or to be supplied hereunder are at all times of a uniform grade and of the kind and quality herein specified. In case any supplies or lots of supplies are defective in material or workmanship or otherwise not in conformity with the specifications of the contract, the City shall have the right either to reject them or to require their correction. Supplies or lots of supplies which have been rejected or required to be corrected shall be removed or corrected in place, as requested



by the City, by and at the expense of the Contractor promptly after receipt of notice by the Contractor from the City.

2.5 Materials, Appliances and Employees Unless stipulated otherwise, the Contractor shall provide and pay for all material, labour, tools, equipment, power, transportation and other facilities for the execution of the work. The Contractor shall not employ on the job any unfit person nor anyone not skilled in the work assigned to them. Anyone under the influence of, or in the possession or use of intoxicating beverages or drugs on the worksite shall be deemed unfit. The Contractor and/or their employees shall not enter into any dispute with, and shall maintain a courteous relationship with the public while in the process of executing the Contract work.

2.6 Emergencies or Non‐compliance by Contractor The Owner's representative has authority to stop the progress of the work whenever in his/her opinion such stoppage may be necessary to ensure the safety of life, or the structure, or of adjoining property. The Owner's representative shall have, without limitation, the following rights:

a) In his/her sole opinion, to decide whether any part of the work has been done as required by the Contract. b) What the Contractor is required by the Contract to do including without limitation questions as to the acceptability of the quality or quantity of any labour or material used in the execution of the work and the timing or scheduling of the work.

2.7 Changes in Work

The Owner, without invalidating the Contract, may make changes by altering, adding to, or deducting from the work, with the Contract price being adjusted accordingly. All such work shall be executed under the conditions of the original Tender.

2.8 Valuation of Changes The value of any change or extra work shall be determined in one or more of the following ways: a) by unit prices agreed to; b) by estimate and acceptance in a lump sum; c) by cost and percentage or by cost and a fixed fee.



In case of additional work to be paid for under method (c), the Contractor shall keep and present in such form as the Owner may require a correct account of the net cost of labour and materials, together with vouchers. The Contractor may request or the Owner may order changes in the work or the timing or sequencing of the work that impacts the Contract Price or the Contract Time. All such changes in the Work that affect Contract Time or Contract Price shall be formalized in a Change Order prior to the commencement of the change in work, or the time or sequencing of the work. The Contractor must receive a Change Order before proceeding with a Change and the Contractor shall strictly comply with the requirements of the Change Order. In an emergency, when it is impractical to delay work, the Owner may issue an oral direction coupled with a confirmation via e‐mail regarding the change in scope. In this circumstance, a Change Order shall then be submitted as soon as possible by the contractor. No payment on account of changes or extra work shall be made until the value thereof has been determined and agreed upon between the Owner and the Contractor as herein provided.

2.9 Applications for Payment The Contractor shall submit to the Owner an application for each payment and, if required, a statutory declaration, receipts or other vouchers showing payments for labour.

2.10 Permits, Notices, Law & Rules The Contractor shall apply and pay for all necessary permits or licences required for the execution of the work. The Contractor shall give all necessary notices and pay for all fees required by law and comply with all laws, ordinances, rules and regulations relating to the work and to the preservation of the public health. The Contractor shall be responsible for the safety of all workforce and equipment on the project in accordance with all applicable safety legislation passed by Federal, Provincial and Local Authorities governing safety.

2.11 Local Conditions The Contractor shall by personal inspection, examination, calculations or tests, or by any other means, satisfy themselves with respect to the local conditions to be encountered and practicability of the work and of the methods of procedure. No verbal agreements or conversation with any officer, agent or employee of the City of Summerside, either before or after the execution of the Tender, shall affect or modify any of the terms or obligations herein contained.



2.12 Compliance with Workers Compensation Regulations The Contractor shall ensure compliance with the Workers Compensation Act and any regulations thereunder, especially provisions of said Act or of regulations under said Act having to do with the prevention of accidents, the prevention of diseases and the provision of safe working conditions, including proper sanitation and ventilation. In any case where pursuant to the provisions of the Workers Compensation Act, the Workers Compensation Board orders the Contractor in respect of operations under this Agreement to cease operations because of failure to install or adopt safety devices or appliances directed by the order of the said Board, or required under said Act or regulations thereunder or because said Board is of the opinion the conditions or immediate danger exist that would be likely to result in injury to any person, or because of lack of payment of an account due to the Board, the Owner on 24 hours written notice to the Contractor may terminate the Contract.

2.13 Protection of the Work, Property and Public It shall be the Contractor's responsibility to ensure that all applicable statutory codes and provisos are conformed to. The Contractor shall be responsible for safety management for all persons who are present within the boundaries of the work site, including but not limited to the Contractor’s workers, the Subcontractor’s workers, the Corporation or Engineer or any other inspector or agent appointed by either of them and other Contractor’s workers and anyone else.

2.14 Safety The Contractor shall be solely and completely responsible for the overall safety program on the work site during the performance of the work, to ensure the safety of all persons at the work site, the physical facilities and buildings existing and under construction; and, to safely coordinate all activities on the work site. This requirement shall apply continuously and not be limited to normal working hours. The Contractor shall observe and enforce all safety measures required by Workers Compensation Act of PEI and attendant regulations, the safety requirements of the City and all applicable statutes. In the event of discrepancy between such provisions, the most stringent provision will apply. The Contractor shall investigate thoroughly the nature and conditions of the project as well as the requirements of the job procedures and should be prepared to, if warranted, implement a more comprehensive safety program than is required by the PEI Occupational Health and Safety Act.



The Contractor shall make itself, its employees, subcontractors, suppliers, the City, the Engineer and all others that the Contractor brings to the work site aware of the safety and security rules, regulations and requirements in effect at the work site. If the Contractor has a company safety manual, the Contractor shall provide a copy of that manual to the city after award of the contract. The Contractor shall provide site safety orientation for all Contractor and Subcontractor employees and visitors to the site. This presentation must be made before their work commences or an appropriately trained worker must escort them. The Contractor shall be proactive in its approach towards safety and shall anticipate problems, correcting situations before they occur. The Contractor shall have a means of inspecting the work site to ensure all personnel meet or exceed the minimum safety requirements, all unsafe conditions are corrected immediately, and proper discipline is enforced. A lax attitude towards safety will not be tolerated on the worksite. In instances where the Contractor and the City have a differing safety policy, the more stringent policy shall prevail.

2.15 Owner’s Right to Do Work If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Tender, the Owner, after five (5) days written notice to the Contractor, may make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor.

2.16 Work by Others If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Tender, the Owner, after five (5) days written notice to the Contractor, may make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor.

2.17 Owner’s Right to Terminate Contract If the Contractor should be adjudged bankrupt, or should make a general assignment for the benefit of creditors, or if a receiver should be appointed on account of insolvency or if the Contractor should refuse or fail to supply enough properly skilled workers or proper equipment after having received seven (7) days’ notice in writing from the Owner or otherwise be guilty of a substantial violation of the provisions of the Contract, then the Owner may, by giving the Contractor written notice, terminate the employment of the Contractor and finish the work by whatever means deemed expedient. In such case, the Contractor shall not be entitled to receive any further payment.



2.18 Contractors Right to Terminate Contract If the work should be stopped under an order of any court, or other public authority through no act or fault of the Contractor or of anyone employed by them, then the Contractor may upon five (5) days written notice to the Owner stop work and/or terminate this Contract, and recover from the Owner payment for all work executed.

2.19 No Assignment or Sub‐Letting of Contract Without Consent The Contractor shall not assign, sub‐let or let out as task work, any part of the work without first having had and obtained the consent in writing of the City, which consent the City may withhold in its absolute discretion. If the City should consent to any such assignment, sub‐letting or letting out as task work of all or any part of the work, the Contractor shall by reason thereof, be in no way relieved from their responsibility for the fulfilment of said work, but shall continue to be responsible for the same in the same manner as if the said work had been performed by the Contractor.

2.20 Prices to be Accepted as full Compensation The price or prices provided for in the Tender shall be accepted by the Contractor as full compensation for everything furnished and done by the Contractor under this Tender, including all work required but not included in the items herein mentioned, and also for all loss or damage arising out of the nature of the work or the action of the weather, elements, or any unforeseen obstructions or difficulty encountered in the prosecution of the work, and for all expenses incurred by or in the consequence of any delay or suspension or discontinuance of the work as herein specified, and for well and faithfully completing the work as in this contract provided.

2.21 Public Liability & Property Damage Insurance The Contractor/Consultant shall provide, at the time of request, certificates of insurance as outlined below: Forthwith, the Contractor shall obtain and maintain in force during the period of service, and for a minimum of twelve (12) months following completion of the works, with an insurance company a policy of insurance acceptable to and approved in writing by the City, the following insurance with limits on an occurrence basis not less than those shown in respective items following: Provision of Goods and Services

a) Commercial General Liability Insurance providing coverage not less than Five Million ($5,000,000.00) Dollars each occurrence, all‐inclusive against liability for bodily injury, death or property damage on an occurrence basis.



b) Limited Pollution Liability Insurance with no less than One Million ($1,000,000.00).

c) Completed Operations coverage not less than Five Million ($5,000,000.00)

Dollars each occurrence inclusive against liability for bodily injury, death and/or damage to property of others arising out of the existence of any condition in the completed work on any installation or repair operations during the period of one year next ensuing after acceptance of the completed work by the City.

d) Automobile Insurance for public liability and property damage providing

coverage not less than Five Million ($2,000,000.00) Dollars each occurrence, all‐inclusive on owned, non‐owned or hired vehicles.

e) Notwithstanding anything contained elsewhere herein, it is understood and

agreed that the City shall not be liable for any loss or damage to Contractor's equipment including loss of use thereof.

f) The deductible or reimbursement for any policy required under this section shall

not exceed Five Thousand Dollars ($5,000.00) per claim.

The Contractor and/or Subcontractors, as may be applicable, shall be responsible for any deductible amounts under the policies of coverage/insurance except for perils of Flood and Earthquake, which deductibles shall be the responsibility of the Owner.

g) In all policies of insurance providing coverage called for by this clause (except automobile insurance on vehicles owned by the Contractor), the “City of Summerside” shall be named as the additional insured. In all such policies each sub‐Contractor performing work under this Agreement shall be named as an additional insured in respect of the performance of the work, and each such policy shall provide that no cancellation or material change in the policy shall become effective until after thirty (30) days’ notice of such cancellation or change shall have been given to the City by registered mail, and the Contractor will upon demand of the City delivery over to the City all such policy or policies of insurance and the receipt for payment of premium thereon; and should the Contractor neglect so to obtain and/or maintain in force any such insurance as aforesaid or delivery such policy or policies and receipts to the City, then it shall be lawful for the City to obtain and/or maintain such insurance, and the City hereby appoints the City its true and lawful attorney to do all things necessary for this purpose. All monies expended by the City for insurance premiums under the provisions of this clause shall be charged to the Contractor.



2.22 Indemnification of City

The Contractor/Consultant releases, indemnifies and saves harmless the City and its elected officials, officers, employees, contractors, solicitors, assigns and agents from and against all claims, demands, actions, proceedings, suits, loss, damage, costs (including legal costs), fines, penalties, charges and expenses (in this section collectively "Claims") which the City may incur, suffer or be put to arising out of or in connection with this Agreement or acts or omissions of the Contractor/Consultant under this Agreement, including: a) Those arising out of or in connection with any loss or damage to persons(including bodily

injury and death) or property as a result of or in connection with, directly or indirectly, this Agreement,

b) economic loss,

c) those arising from a breach by the Contractor/Consultant of any of its agreements, representations, warranties or covenants set forth in this Agreement,

provided, however, that this obligation to indemnify the City shall not apply to Claims to the extent, if any, to which they may arise from the wrongful or negligent act or failure to act of the City or from any City breach of this Agreement. Without limitation, the Contractor/Consultant shall promptly pay the City in respect of any Claims recoverable by a third party from the City or the property of the City.

2.23 Service Contracts If this tender is for a contracted service, tenderers shall note: INSURANCE – The Contractor shall, without limiting its obligations or liabilities under this contract, procure and maintain, at its own expense and cost, the insurance policies listed in General Conditions & Insurance Requirements. BUSINESS LICENSE ‐ that a PEI Business License is required by the successful Contractor prior to commencing work.



3 Project Description / Scope 3.1 Project Description

This project consists of the recladding of the City of Summerside municipal services building located at 94 Ottawa Street, Summerside. Recladding work will involve the replacement of metal roofing and siding and all associated insulation, replacement of gutters and downspouts, replacement of three (3) doors, door frames and associated hardware, replacement of six (6) overhead doors and associated hardware, Installation of two (2) new doors, replacement of fourteen (14) windows and installation of twenty‐four (24) new bollards.

3.2 Project Scope

The scope of work for this project includes the supply of all materials, qualified labor and equipment as well as the removal and installation of the following as specified in the drawings found in APPENDIX B:

Metal Siding and Roofing and Associated Insulation

Doors, Door Frames and Associated Hardware

Overhead Doors and Associated Hardware

Gutters

Bollards

Windows

All materials shall be new and meet or exceed the specifications in the detailed drawings found in APPENDIX B. Detailed drawings can be found in APPENDIX B. The drawing list is as follows:

Drawing No. Drawing Title

A000 INDEX SHEET

A101 SITE PLAN

A201 MAIN FLOOR PLAN

A202 ROOF PLAN

A301 ELEVATIONS (EAST & WEST)

A302 ELEVATIONS (NORTH & SOUTH)

A401 BUILDING DETAILS

A501 DOOR & WINDOW ELEVATIONS, AND DETAILS



3.3 Schedule A schedule shall be submitted with all tender submissions. This schedule should include all major milestones in the project. The schedule should begin and end within the timeframe specified in this document.

3.4 Site Visit The City of Summerside strongly encourages contractors to attend a site visit prior to submitting their tender. To schedule a site visit, contact Debbie Cameron Phone: 902‐432‐1268


City of Summerside Page A1 of A6275 Fitzroy Street, Summerside, PE C1N 1H9 www.summerside.ca Small city. Big opportunity.

APPENDIX A – Tender Forms Form 1 – Company Details (Include in Tender Submission)

COMPANY NAME

ADDRESS

TELEPHONE NO.

FAX NO.

EMAIL ADDRESS

WCB REGISTRATION NO.

Security “I enclose herewith a bid bond, made out to City of Summerside in the amount of ten percent (10%) of the tender issued by a company authorized to transact business in the Province of Prince Edward Island. AUTHORIZED SIGNATURE

PRINTED NAME

DATE TENDERED



Form 2 – Bid Sheet (Include in Tender Submission) In accordance with the “Tender Information & Specifications” which I/we have carefully examined, the undersigned hereby submits a firm Tender to perform the work required to provide labor, materials and equipment for all the work specified in “RECLADDING & REROOFING ELECTRIC SERVICES BUILDING” found in Appendix B, for a total lump sum price based on the schedule of lump sum prices itemized below:

Item Description Lump Sum Price (CAD)

1 New exterior siding and roofing supplied and installed, complete with all miscellaneous components including insulation, downspouts, gutters, flashings etc.

2 Remove and replace overhead doors, including all required hardware and other necessary components

3 Remove and replace windows

4 Remove and replace doors and door hardware

5 Supply and install new bollards

Subtotal

HST (15%)

TENDER AMOUNT

Attended a site visit at the work location? Yes No

By way of submission, we acknowledge that we have received and carefully reviewed all of the Tender Documents, including all posted Addenda.

COMPANY NAME

AUTHORIZED SIGNATURE



Form 3 – List of Equipment and Senior Personnel (Include in Tender Submission) Equipment This tender states that the equipment listed will be available for work in this Tender.

Personnel Designation Years

Experience



Form 4 – Work Schedule (Include in Tender Submission) *ATTACH SCHEDULE ON OR AFTER THIS PAGE* (Schedule to include major item descriptions and approximate duration in weeks / days)



Form 5 – Comparable work Experience (Include in Tender Submission)

Project Owner Work Description Value ($)

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

Contact Name

Phone

COMPANY NAME

AUTHORIZED SIGNATURE



Form 6 – List of Subcontractors (Include in Tender Submissions)

Tender Item Trade Subcontractor Name Phone Number


City of Summerside Page B1 of B1275 Fitzroy Street, Summerside, PE C1N 1H9 www.summerside.ca Small city. Big opportunity.

APPENDIX B – DETAILED DRAWINGS

Recladding & Reroofing - Electric Service Building Section 00 21 30 94 Ottawa Street SUPPLEMENTARY BID INFORMATION FORM Summerside, PE Page 1 of 3

Part 1 General

1.1 SUPPLEMENTARY BID INFORMATION

.1 In accordance with Document 00 21 13 - Instructions to Bidders and the Bid Form, we provide the Supplementary Bid Information Appendices listed below and attached. The information provided shall be considered and integral part of the Bid Form.

.2 The Appendices attached are identified and appended as follows:

.1 Appendix A – Subcontractors: Include names of Subcontractors and portions of work Bidder will perform.

.2 Appendix B – Alternatives: Include cost variation to Bid price and applicable to work

.3 Appendix C – Bid Breakdown

.4 Appendix D – Separate Prices


APPENDIX A – SUBCONTRACTORS

The following is the list of Subcontractors which is an integral part of the Bid Form. The following work will be performed (or provided) by Subcontractors and coordinated by us:

Section of Work Name .1 MASONRY

.2 DOORS/HARDWARE SUPPLIER

.3 CASEWORK/MILLWORK

.4 ALUMINUM WINDOWS

.5 ROOFING

.6 INSULATION

.7 METAL SIDING

.8 DEMOLITION


APPENDIX B – ALTERNATIVES (NOT USED)

APPENDIX C – BID BREAKDOWN

LOCATION: 94 Ottawa Street Summerside, PE SUBMITTED BY:

DIVISION DESCRIPTION DIVISION TOTAL IF HAND FILLED

DIVISION TOTAL

1.000 GENERAL REQUIREMENTS

$_______________

1.300 CONTINGENCY $_______________

2.000 SITE / DEMOLITION $_______________

3.000 CONCRETE $_______________

4.000 MASONRY $_______________

5.000 METALS $_______________

7.000 THERMAL & MOISTURE PROTECTION $_______________

8.000 DOORS & WINDOWS $_______________

9.900 PAINTING $_______________

22.010 OTHER (SPECIFY) $_______________

SUB-TOTAL: __________________

TAXES: __________________

GRAND TOTAL: __________________

SUB-TOTAL: ____________

TAXES: ________________

GRAND TOTAL: ___________

APPENDIX D - SEPARATE PRICES (NOT USED)

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 01 11 00

94 Ottawa Street SUMMARY OF WORK

Summerside, PE Page 1 of 2

Part 1 General

1.1 SCOPE OF WORK

.1 Work of this Contract comprises but is not limited to:

.1 Remove roofing system including heat insulation and replace the single skin new roofing wall/roof system to match existing system in place. Remove wall cladding including heat insulation and replace with steel sandwich panels. Replace steel fascia, replace steel sheets between window rows, replacing soffits and gutters.

.2 The existing stored items should be kept accessible during work. Coordination with the Owner is required.

.3 Replace windows/doors/overhead doors as specified on drawings.

.4 All existing mechanical/electrical lines and outlets are to be maintained.

1.2 WORK SEQUENCE

.1 Substantial completion is as noted in Section 00 21 13 – Instructions to Bidders. The contractor must provide sufficient works and schedule the work accordingly so that the completion dates are met.

.2 The contractor is advised to replace roof/wall bay by bay sequentially.

.3 Maintain fire access/control.

.4 The contractor shall familiarize himself with the scope of work and all necessary requirements, i.e. Heavy equipment, protective covers and guards etc.

.5 The contractor shall provide a full time supervisor on site and coordinate all sub-trade work. Submit name and title of supervisor upon award of contract.

.6 Coordinate Progress Schedule with Owner during construction.

.7 Maintain fire access/control.

.8 Coordinate use of premises under direction of Owner and Consultants.

.9 Obtain and pay for use of additional storage or work areas if needed for operations under this Contract.

1.3 CONTRACT METHOD

.1 Stipulated Price Contract (Canadian Standard Construction Document 2 – CCDC 2 - 2008).

1.4 PROJECT MEETINGS

.1 Administrative: Schedule and administer project progress meetings throughout progress of work. Meetings are to be held bi-weekly or as directed in consultation with owner.

1.5 CONTRACTOR USE OF PREMISES

.1 Contractor shall limit use of premises for Work, for storage, and for access, to allow:


94 Ottawa Street SUMMARY OF WORK


.1 Emergency vehicle access.

.2 Keep the existing building operational for clients’ daily activities.

.2 Coordinate use of premises under direction of Owner

.3 Obtain and pay for use of additional storage or work areas if needed for operations under this contract.

END OF SECTION


94 Ottawa Street WORK RESTRICTIONS


Part 1 General

1.1 EXISTING SERVICES

.1 Contractor is required to maintain the service lines, outlets, connections during the removal of the old roofing/cladding systems and to have them all retained/reinstalled/supported.

.2 Overhead doors to be replaced with identical size new ones or reinstalled as specified on drawings.

1.2 SPECIAL REQUIREMENTS

.1 Existing Owner offices must remain operational.

.2 Existing Owner inventory to remain accessible and safe, coordination with Owner is required for scheduled access.

END OF SECTION


94 Ottawa Street ALLOWANCES


Part 1 General

1.1 CASH ALLOWANCES

.1 Refer to CCDC 2-2008, GC 4.1.

.2 Include in Contract Price, cash allowances stated herein.

.3 Cash allowances, unless otherwise specified, cover net cost to Contractor of services, products, construction machinery and equipment, freight, handling, unloading, storage [installation] and other authorized expenses incurred in performing Work.

.4 Contract Price, and not cash allowance, includes Contractor's overhead and profit in connection with such cash allowance.

.5 Contract Price will be adjusted by written order to provide for an excess or deficit to each cash allowance.

.6 Where costs under a cash allowance exceed amount of allowance, Contractor will be compensated for any excess incurred and substantiated plus an allowance for overhead and profit as set out in Contract Documents.

.7 Progress payments on accounts of work authorized under cash allowances shall be included in Consultant's monthly certificate for payment.

.8 Schedule shall be prepared jointly by Consultant and Contractor to show when items called for under cash allowances must be authorized by Consultant for ordering purposes so that progress of Work will not be delayed.

.9 Amount of each allowance, for Work specified in respective specification Sections is as follows:

END OF SECTION


94 Ottawa Street ALTERNATIVES


Part 1 General

1.1 REFERENCES

.1 Canadian Construction Documents Committee (CCDC) 2-2008

.1 CCDC 2-2008, A Guide to Calling Bids and Awarding Contracts.

1.2 REQUIREMENTS

.1 Referenced specification Sections stipulate pertinent requirements for products and methods to achieve the Work stipulated under each Alternative.

.2 Coordinate affected related Work and modify surrounding Work to integrate the Work under each Alternative.

1.3 AWARD/SELECTION OF ALTERNATIVES

.1 Indicate variation of Bid Price for Alternatives described below and listed in Supplementary Bid. Note that this form requests a 'difference' in Bid Price by adding to or deducting from the base Bid price.

.2 Bids shall be evaluated on 'Base Bid' price. After determination of successful Bidder, consideration will be given to Alternatives and Bid Price adjustments.

.3 Low Bid shall be determined on basis of lowest Bid in accordance with Contract Documents on which Project is to be actually constructed, including those alternatives for which prices have been invited and which are to be incorporated in the Work.

END OF SECTION


94 Ottawa Street PAYMENT PROCEDURES


Part 1 General

1.1 SECTION INCLUDES

.1 Applications for payments.

.2 Substantial performance

.3 Release of holdback procedures.

.4 Schedule of values.

1.2 REFERENCES

.1 Owner/Contractor Agreement.

.2 Canadian Construction Documents Committee (CCDC) 2-2008.

.1 CCDC 2-2008, Stipulated Price Contract.

1.3 APPLICATIONS FOR PROGRESS PAYMENT

.1 Refer to CCDC 2-2008.

.2 Make applications for payment on account as provided in Agreement monthly as Work progresses.

.3 Date applications for payment last day of agreed monthly payment period and ensure amount claimed is for value, proportionate to amount of Contract, of Work performed and Products delivered to Place of Work at that date.

.4 Submit to Consultant, at least 14 days before first application for payment. Schedule of values for parts of Work, aggregating total amount of Contract Price, so as to facilitate evaluation of applications for payment.

.5 With each application, provide:

.1 Statutory Declaration

.2 Updated Project Schedule

.3 Current WCB Certificate

1.4 SCHEDULE OF VALUES


.2 Make schedule of values out in such form and supported by such evidence as Consultant may reasonably direct and when accepted by Consultant, be used as basis for applications for payment.

.3 Include statement based on schedule of values with each application for payment.

.4 Support claims for products delivered to Place of Work but not yet incorporated into Work by such evidence as Consultant may reasonably require to establish value and delivery of products.




1.5 PREPARING SCHEDULE OF UNIT PRICE TABLE ITEMS

.1 Submit separate schedule of unit price items of Work requested in Bid form.

.2 Make form of submittal parallel to Schedule of Values, with each line item identified same as line item in Schedule of Values. Include in unit prices only: .1 Cost of material. .2 Delivery and unloading at site. .3 Sales taxes. .4 Installation, overhead and profit.

.3 Ensure unit prices multiplied by quantities given equal material cost of that item in Schedule of Values.

1.6 CHANGES ORDERS

.1 For Work involving the Contractor only, the Contractor adds 15% to his costs.

.2 For Work involving a Sub-Contractor only, the Sub-Contractor add 10% to his cost, submits this price to the Contractor who adds 5%.

.3 For Work involving the Contractor and a Sub-Contractor, the Sub-Contractor adds 10% to his cost, submits this price to the Contractor who adds 5%; to this amount the Contractor adds the cost of his own Work plus 10% of the cost of his own Work only, The Contractor does not add further 5% to the cost of his own Work.

1.7 PROGRESS PAYMENT

.1 Each application for payment shall be accompanied by a Statutory Declaration and a certificate from the Contractor’s legal representative certifying that no lien has been filed against the Contractor, or on the premises, or materials mentioned herein for work constructed under or by virtue of this agreement.

.2 Consultant will issue to Owner, no later than 10 days after receipt of an application for payment, certificate for payment in amount applied for or in such other amount as Consultant determines to be properly due. If Consultant amends application, Consultant will give notification in writing giving reasons for amendment.

.3 General Contractor to provide copies of invoices with itemized breakdown of items for draws against cash allowances.

1.8 SUBSTANTIAL PERFORMANCE OF WORK


.2 Prepare and submit to Consultant comprehensive list of items to be completed or corrected and apply for a review by Consultant] to establish Substantial Performance of Work or substantial performance of designated portion of Work when. Failure to include an item on list does not alter responsibility to complete Contract.

.3 No later than 10 days after receipt of list and application, Consultant will review Work to verify validity of application, and no later than 7 days after completing review, will notify Contractor if Work or designated portion of Work is substantially performed.

.4 Consultant shall state date of Substantial Performance of Work or designated portion of Work in certificate.




.5 Immediately following issuance of certificate of Substantial Performance of Work, in consultation with Consultant, establish reasonable date for finishing Work.

1.9 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF WORK

.1 After issuance of certificate of Substantial Performance of Work:

.1 Submit an application for payment of holdback amount.

.2 Submit sworn statement that all accounts for labor, subcontracts, products, construction machinery and equipment, and other indebtedness which may have been incurred in Substantial Performance of Work and for which Owner might in any way be held responsible have been paid in full, except for amounts properly retained as holdback or as identified amount in dispute.

.2 After receipt of application for payment and sworn statement, Consultant will issue certificate for payment of holdback amount.

.3 Amount authorized by certificate for payment of holdback amount is due and payable on day following expiration of holdback period stipulated in lien legislation applicable to Place of Work. Where lien legislation does not exist or apply, holdback amount is due and payable in accordance with other legislation, industry practice, or provisions which may be agreed to between parties. Owner may retain out of holdback amount any sums required by law to satisfy any liens against Work or, if permitted by lien legislation applicable to Place of Work, other third party monetary claims against Contractor which are enforceable against Owner.

1.10 PROGRESSIVE RELEASE OF HOLDBACK

.1 Where legislation permits, if Consultant has certified that Work of subcontractor or supplier has been performed prior to Substantial Performance of Work, Owner shall pay holdback amount retained for such subcontract Work, or products supplied by such supplier, on day following expiration of holdback period for such Work stipulated in lien legislation applicable to Place of Work.

.2 Notwithstanding provisions of preceding paragraph, and notwithstanding wording of such certificates, ensure that such subcontract Work or products is protected pending issuance of final certificate for payment and be responsible for correction of defects or Work not performed regardless of whether or not such was apparent when such certificates were issued.

1.11 FINAL PAYMENT

.1 Submit an application for final payment when Work is completed.

.2 Consultant will, no later than 10 days after receipt of an application for final payment, review Work to verify validity of application. Consultant will give notification that application is valid or give reasons why it is not valid, no later than 7 days after reviewing Work.

.3 Consultant will issue final certificate for payment when application for final payment is found valid.

END OF SECTION


94 Ottawa Street CONSTRUCTION PROGRESS SCHEDULES

BAR (GANTT) CHART


Part 1 General

1.1 DEFINITIONS

.1 Activity: An element of Work performed during course of Project. An activity normally has an expected duration, and expected cost and expected resource requirements. Activities can be subdivided into tasks.

.2 Bar Chart (GANTT Chart). A graphic display of schedule-related information. In typical bar chart, activities or other Project elements are listed down left side of chart, dates are shown across top, and activity durations are shown as date-placed horizontal bars. Generally Bar Chart should be derived from commercially available computerized project management system.

.3 Baseline: Original approved plan (for Project, work package, or activity), plus or minus approved scope changes.

.4 Construction Work Week: Monday to Friday, inclusive, will provide five day work week and define schedule calendar working days as part of Bar (GANTT) Chart submission.

.5 Duration: Number of work periods (not including holidays or other nonworking periods) required to complete an activity or other Project element. Usually expressed as workdays or workweeks.

.6 Master Plan: A summary-level schedule that identifies major activities and key milestones.

.7 Milestone: A significant event in Project, usually completion of major deliverable.

.8 Project Schedule: The planned dates for performing activities and the planned dates for meeting milestones. A dynamic, detailed record of tasks or activities that must be accomplished to satisfy Project objectives. Monitoring and control process involves using Project Schedule in executing and controlling activities and is used as basis for decision making throughout project life cycle.

.9 Project Planning, Monitoring and Control System: Overall system operated by Engineer Consultant to enable monitoring of project work in relation to established milestones.

1.2 REQUIREMENTS

.1 Ensure Master Plan and Detail Schedules are practical and remain within specified Contract duration.

.2 Plan to complete Work in accordance with prescribed milestones and time frame.

.3 Limit activity durations to maximum of approximately 10 working days, to allow for progress reporting.

.4 Ensure that it is understood that Award of Contract or time of beginning, rate of progress, Interim Certificate and Final Certificate as defined times of completion are of essence of this contract.



BAR (GANTT) CHART


1.3 SUBMITTALS

.1 Submit Project Construction Schedule with bid at noted in Tender Form, Section 002120 as Bar (GANTT) Chart as Master Plan for planning, monitoring and reporting of project progress.

.2 Submit Project Schedule to Consultant within 5 working days of receipt of acceptance of Master Plan.

1.4 MASTER PLAN

.1 Structure schedule to allow orderly planning, organizing and execution of Work as Bar Chart (GANTT).

.2 Consultant will review and return revised schedules within 5 working days.

.3 Revise impractical schedule and resubmit within 5 working days.

.4 Accepted revised schedule will become Master Plan and be used as baseline for updates.

1.5 PROJECT SCHEDULE

.1 Develop detailed Project Schedule derived from Master Plan.

.2 Ensure detailed Project Schedule includes as minimum milestone and activity types as follows:

.1 Award.

.2 Shop Drawings, Samples.

.3 Permits.

.4 Mobilization.

.5 Tarping existing inventory.

.6 Access to the inventory coordinated with Owner.

.7 Disconnecting existing services.

.8 Removal of existing roofing system.

.9 Removal of existing doors, windows.

.10 Removal of existing wall system.

.11 Preparations on steel frame (existing) and base wall to receive new wall sandwich panels.

.12 Install roof panels, gutters and drain pipes.

.13 Install wall panels.

.14 Install doors/windows.

.15 Reconnect services/install outlets, fix lines to the new wall/roof.

.16 Install bollards/mirrors.

.17 Cleaning/removal of debris.

.18 Lighting.

.19 Electrical.

.20 Testing and Commissioning of the overhead doors.



BAR (GANTT) CHART


1.6 PROJECT SCHEDULE REPORTING

.1 Update Project Schedule on weekly basis reflecting activity changes and completions, as well as activities in progress.

.2 Include as part of Project Schedule, narrative report identifying Work status to date, comparing current progress to baseline, presenting current forecasts, defining problem areas, anticipated delays and impact with possible mitigation.

1.7 PROJECT MEETINGS

.1 Discuss Project Schedule at regular site meetings, identify activities that are behind schedule and provide measures to regain slippage. Activities considered behind schedule are those with projected start or completion dates later than current approved dates shown on baseline schedule.

.2 Weather related delays with their remedial measures will be discussed and negotiated.

END OF SECTION


94 Ottawa Street SUBMITTAL PROCEDURES


Part 1 General

1.1 REFERENCES



1.2 ADMINISTRATIVE

.1 Submit to Consultant submittals listed for review. Submit with reasonable promptness and in orderly sequence so as to not cause delay in Work. Failure to submit in ample time is not considered sufficient reason for an extension of Contract Time and no claim for extension by reason of such default will be allowed.

.2 Work affected by submittal shall not proceed until review is complete.

.3 Review submittals prior to submission to Consultant. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and coordinated with requirements of Work and Contract Documents. Submittals not stamped, signed, dated and identified as to specific project will be returned without being examined and shall be considered rejected.

.4 Notify Consultant, in writing at time of submission, identifying deviations from requirements of Contract Documents stating reasons for deviations.

.5 Verify field measurements and affected adjacent Work are coordinated.

.6 Contractor's responsibility for errors and omissions in submission is not relieved by Consultant review of submittals.

.7 Contractor's responsibility for deviations in submission from requirements of Contract Documents is not relieved by Consultant review.

.8 Keep one reviewed copy of each submission on site.

1.3 SHOP DRAWINGS AND PRODUCT DATA

.1 Refer to CCDC 2-2008 GC 3.11.

.2 The term "shop drawings" means drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which are to be provided by Contractor to illustrate details of a portion of Work.

.3 Indicate materials, methods of construction and attachment or anchorage, erection diagrams, connections, explanatory notes and other information necessary for completion of Work. Where articles or equipment attach or connect to other articles or equipment, indicate that such items have been coordinated, regardless of Section under which adjacent items will be supplied and installed. Indicate cross references to design drawings and specifications.

.4 Allow 10 days for Consultant's review of each submission.




.5 Adjustments made on shop drawings by Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work.

.6 Make changes in shop drawings as Consultant may require, consistent with Contract Documents. When resubmitting, notify Consultant in writing of any revisions other than those requested.

.7 Accompany submissions with transmittal letter, in duplicate, containing:

.1 Date.

.2 Project title and number.

.3 Contractor's name and address.

.4 Identification and quantity of each shop drawing, product data and sample.

.5 Other pertinent data.

.8 Submissions shall include:

.1 Date and revision dates.

.2 Project title and number.

.3 Name and address of:

.1 Subcontractor.

.2 Supplier.

.3 Manufacturer.

.4 Contractor's stamp, signed by Contractor authorized representative certifying approval of submissions, verification of field measurements and compliance with Contract Documents.

.5 Details of appropriate portions of Work as applicable:

.1 Fabrication.

.2 Layout, showing dimensions, including identified field dimensions, and clearances.

.3 Setting or erection details.

.4 Capacities.

.5 Performance characteristics.

.6 Standards.

.7 Operating weight.

.8 Wiring diagrams.

.9 Single line and schematic diagrams.

.10 Relationship to adjacent work.

.9 After Consultant's review, distribute copies.

.10 Submit 6 prints or electronic copy of shop drawings for each requirement requested in specification Sections and as consultant may reasonably request.

.11 Submit 6 prints or electronic copies of product data sheets or brochures for requirements requested in specification Sections and as requested by Consultant where shop drawings will not be prepared due to standardized manufacture of product.

.12 Delete information not applicable to project.

.13 Supplement standard information to provide details applicable to project.




.14 If upon review by Consultant, no errors or omissions are discovered or if only minor corrections are made, copies will be returned and fabrication and installation of Work may proceed. If shop drawings are rejected, noted copy will be returned and resubmission of corrected shop drawings, through same procedure indicated above, must be performed before fabrication and installation of Work may proceed.

.15 The review of shop drawings by Consultant is for sole purpose of ascertaining conformance with general concept. This review shall not mean that approval of the detail design inherent in shop drawings, responsibility for which shall remain with Contractor submitting same, and such review shall not relieve Contractor of responsibility for errors or omissions in shop drawings or of responsibility for meeting all requirements of construction and Contract Documents. Without restricting generality of foregoing, Contractor is responsible for dimensions to be confirmed and correlated at job site, for information that pertains solely to fabrication processes or to techniques of construction and installation and for co-ordination of Work of all sub-trades.

1.4 SAMPLES

.1 Submit for review samples in duplicate as requested in respective specification Sections. Label samples with origin and intended use.

.2 Deliver samples prepaid to Consultant's business address.

.3 Notify Consultant in writing, at time of submission of deviations in samples from requirements of Contract Documents.

.4 Where colour, pattern or texture is criterion, submit full range of samples.

.5 Adjustments made on samples by Consultant are not intended to change Contract Price. If adjustments affect value of Work, state such in writing to Consultant prior to proceeding with Work.

.6 Make changes in samples which Consultant may require, consistent with Contract Documents.

.7 Reviewed and accepted samples will become standard of workmanship and material against which installed Work will be verified.

1.5 MOCK-UPS

.1 Erect mock-ups in accordance with 01 45 00 - Quality Control.

1.6 CERTIFICATES AND TRANSCRIPTS

.1 Immediately after award of Contract, submit Workers' Compensation Board status.

.2 Submit transcription of insurance immediately after award of Contract.

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 01 35 30 94 Ottawa Street HEALTH AND SAFETY REQUIREMENTS Summerside, PE Page 1 of 3

Part 1 General

1.1 REFERENCES

.1 Canada Labour Code, Part 2, Canada Occupational Safety and Health Regulations.

.2 Health Canada/Workplace Hazardous Materials Information System (WHMIS).

.1 Material Safety Data Sheets (MSDS).

.3 Province of Prince Edward Island

.1 Occupational Health and Safety Act PEI

1.2 SUBMITTALS

.1 Make submittals in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit site-specific Health and Safety Plan: Within 7 days after date of Notice to Proceed and prior to commencement of Work. Health and Safety Plan must include:

.1 Results of site specific safety hazard assessment.

.2 Results of safety and health risk or hazard analysis for site tasks and operation found in work plan.

.3 Submit 3 copies of Contractor's authorized representative's work site health and safety inspection reports to Consultant and or authority having jurisdiction.

.4 Submit copies of reports or directions issued by Federal, Provincial and Territorial health and safety inspectors.

.5 Submit copies of incident and accident reports.

.6 Submit WHMIS MSDS - Material Safety Data Sheets

.7 Consultant will review Contractor's site-specific Health and Safety Plan and provide comments to Contractor within 7 days after receipt of plan. Revise plan as appropriate and resubmit plan to Consultant within 7 days after receipt of comments from Consultant.

.8 Owner's review of Contractor's final Health and Safety plan should not be construed as approval and does not reduce the Contractor's overall responsibility for construction Health and Safety.

.9 Medical Surveillance: where prescribed by legislation, regulation or safety program, submit certification of medical surveillance for site personnel prior to commencement of Work, and submit additional certifications for any new site personnel to Owner.

1.3 FILING OF NOTICE

.1 File Notice of Project with Provincial authorities prior to beginning of Work.

1.4 SAFETY ASSESSMENT

.1 Perform site specific safety hazard assessment related to project.


1.5 MEETINGS

.1 Schedule and administer Health and Safety meeting with Consultant prior to commencement of Work.

1.6 REGULATORY REQUIREMENTS

.1 Do Work in accordance with Section 01 41 00 - Regulatory Requirements.

1.7 GENERAL REQUIREMENTS

.1 Develop written site-specific Health and Safety Plan based on hazard assessment prior to beginning site Work and continue to implement, maintain, and enforce plan until final demobilization from site. Health and Safety Plan must address project specifications.

.2 Consultant may respond in writing, where deficiencies or concerns are noted and may request re-submission with correction of deficiencies or concerns.

1.8 RESPONSIBILITY

.1 Be responsible for health and safety of persons on site, safety of property on site and for protection of persons adjacent to site and environment to extent that they may be affected by conduct of Work.

.2 Comply with and enforce compliance by employees with safety requirements of Contract Documents, applicable federal, provincial and local statutes, regulations, and ordinances, and with site-specific Health and Safety Plan.

1.9 COMPLIANCE REQUIREMENTS

.1 Comply with Occupational Health and Safety Act, Occupational Health and Safety Act Regulations, PEI.

.2 Comply with Canada Labour Code, Canada Occupational Safety and Health Regulations.

1.10 UNFORSEEN HAZARDS

.1 When unforeseen or peculiar safety-related factor, hazard, or condition occur during performance of Work, follow procedures in place for Employee's Right to Refuse Work in accordance with Acts and Regulations of Province having jurisdiction and advise Consultant verbally and in writing.

1.11 POSTING OF DOCUMENTS

.1 Ensure applicable items, articles, notices and orders are posted in conspicuous location on site in accordance with Acts and Regulations of Province having jurisdiction, and in consultation with Consultant.

1.12 CORRECTION OF NON-COMPLIANCE

.1 Immediately address health and safety non-compliance issues identified by authority having jurisdiction or by Consultant.

.2 Provide Consultant with written report of action taken to correct non-compliance of health and safety issues identified.


.3 Consultant may stop Work if non-compliance of health and safety regulations is not corrected.

1.13 BLASTING

.1 Blasting or other use of explosives is not permitted without prior receipt of written instruction by Consultant.

1.14 WORK STOPPAGE

.1 Give precedence to safety and health of public and site personnel and protection of environment over cost and schedule considerations for Work.

END OF SECTION


94 Ottawa Street FIRE SAFETY REQUIREMENTS


Part 1 General

1.1 FIRE DEPARTMENT BRIEFING

.1 Owner will coordinate arrangements for contractor to be briefed on Fire Safety at their pre-work conference by Fire Chief before any work is commenced.

1.2 REPORTING FIRES

.1 Know location of nearest fire alarm box and telephone, including emergency phone number.

.2 Report immediately all fire incidents to Fire Department as follows:

.1 Activate nearest fire alarm box; or

.2 Telephone.

.3 Person activating fire alarm box will remain at box to direct Fire Department to scene of fire.

.4 When reporting fire by telephone, give location of fire, name or number of building and be prepared to verify the location.

1.3 INTERIOR AND EXTERIOR FIRE PROTECTION AND ALARM SYSTEMS

.1 Fire protection and alarm system will not be:

.1 Obstructed;

.2 Shut-off; and

.3 Left inactive at end of working day or shift without authorization from Fire Chief.

.2 Fire hydrants, standpipes and hose systems will not be used for other than fire-fighting purposes unless authorized by Fire Chief.

1.4 FIRE EXTINGUISHERS

.1 Supply fire extinguishers, as scaled by Fire Chief, necessary to protect work in progress and contractor's physical plant on site.

1.5 BLOCKAGE OF ROADWAYS

.1 Advise Fire Chief of any work that would impede fire apparatus response. This includes violation of minimum overhead clearance, as prescribed by Fire Chief, erecting of barricades and digging of trenches.

1.6 SMOKING PRECAUTIONS

.1 No smoking is permitted.

1.7 RUBBISH AND WASTE MATERIALS

.1 Rubbish and waste materials are to be kept to a minimum.

.2 Burning of rubbish is prohibited.




.3 Removal:

.1 Remove all rubbish from work site at end of work day or shift or as directed.

.4 Storage:

.1 Store oily waste in approved receptacles to ensure maximum cleanliness and safety.

.2 Deposit greasy or oily rags and materials subject to spontaneous combustion in approved receptacles and remove as required in 1.8.3.1.

1.8 FLAMMABLE AND COMBUSTIBLE LIQUIDS

.1 Handling, storage and use of flammable and combustible liquids are to be governed by the current National Fire Code of Canada.

.2 Flammable and combustible liquids such as gasoline, kerosene and naphtha will be kept for ready use in quantities not exceeding 45 litres provided they are stored in approved safety cans bearing Underwriters' Laboratory of Canada or Factory Mutual seal of approval. Storage of quantities of flammable and combustible liquids exceeding 45 litres for work purposes requires permission of Fire Chief.

.3 Transfer of flammable and combustible liquids is prohibited within buildings or jetties.

.4 Transfer of flammable and combustible liquids will not be carried out in vicinity of open flames or any type of heat-producing devices.

.5 Flammable liquids having a flash point below 38oC such as naphtha or gasoline will not be used as solvents or cleaning agents.

.6 Flammable and combustible waste liquids, for disposal, will be stored in approved containers located in a safe ventilated area. Quantities are to be kept to a minimum and Fire Department is to be notified when disposal is required.

1.9 HAZARDOUS SUBSTANCES

.1 Work entailing use of toxic or hazardous materials, chemicals and/or explosives, or otherwise creating hazard to life, safety or health, will be in accordance with National Fire Code of Canada.

.2 When Work is carried out in dangerous or hazardous areas involving use of heat, provide fire watchers equipped with sufficient fire extinguishers. Determination of dangerous or hazardous areas along with level of protection necessary for Fire Watch is at discretion of the Fire Chief. Contractors are responsible for providing fire watch service for work on a scale established and in conjunction with Fire Chief at pre-work conference.

.3 Where flammable liquids, such as lacquers or urethanes are to be used, proper ventilation will be assured and all sources of ignition are to be eliminated. Fire Chief is to be informed prior to and at cessation of such work.

1.10 QUESTIONS AND/OR CLARIFICATION

.1 Direct any questions or clarification on Fire Safety in addition to above requirements to Fire Chief.




1.11 FIRE INSPECTION

.1 Site inspections by Fire Chief will be coordinated through Owner.

.2 Allow Fire Chief unrestricted access to work site.

.3 Co-operate with Fire Chief during routine fire safety inspection of work site.

.4 Immediately remedy all unsafe fire situations observed by Fire Chief.

END OF SECTION


94 Ottawa Street REGULATORY REQUIREMENTS


Part 1 General

1.1 REFERENCES AND CODES

.1 Perform Work in accordance with National Building Code of Canada (NBC) including all amendments up to tender closing date and other codes of provincial or local application provided that in case of conflict or discrepancy, more stringent requirements apply.

.2 Meet or exceed requirements of:

.1 Contract documents.

.2 Specified standards, codes and referenced documents.

1.2 HAZARDOUS MATERIAL DISCOVERY

.1 Asbestos: Demolition of spray or trowel-applied asbestos is hazardous to health. Should material resembling spray or trowel-applied asbestos be encountered in course of demolition work, immediately stop work and notify the Owner.

1.3 BUILDING SMOKING ENVIRONMENT

.1 Comply with smoking restrictions.

END OF SECTION


94 Ottawa Street TEMPORARY UTILITIES


Part 1 General

1.1 INSTALLATION AND REMOVAL

.1 Provide temporary utilities controls in order to execute work expeditiously.

.2 Remove from site all such work after use.

1.2 WATER SUPPLY

.1 Owner will provide continuous supply of portable water for construction use.

1.3 TEMPORARY HEATING AND VENTILATION

.1 Provide temporary heating required during construction period, including attendance, maintenance and fuel.

.2 Construction heaters if required inside building must be vented to outside or be non-flameless type. Solid fuel salamanders are not permitted.

.3 Existing heating system must not be used until building envelop is complete.

.4 Provide temporary heat and ventilation in enclosed areas as required to:

.1 Facilitate progress of Work.

.2 Protect Work and products against dampness and cold.

.3 Prevent moisture condensation on surfaces.

.4 Provide ambient temperatures and humidity levels for storage, installation and curing of materials.

.5 Provide adequate ventilation to meet health regulations for safe working environment.

.5 Maintain temperatures of minimum 10 degrees C in areas where construction is in progress.

.6 Ventilating:

.1 Prevent accumulations of dust, fumes, mists, vapours or gases in areas occupied during construction.

.2 Provide local exhaust ventilation to prevent harmful accumulation of hazardous substances into atmosphere of occupied areas.

.3 Dispose of exhaust materials in manner that will not result in harmful exposure to persons.

.4 Ventilate storage spaces containing hazardous or volatile materials.

.5 Ventilate temporary sanitary facilities.

.6 Continue operation of ventilation and exhaust system for time after cessation of work process to assure removal of harmful contaminants.

.7 Permanent heating system of building, may be used when available. Be responsible for damage to heating system if use is permitted with Owners approval.

.8 On completion of Work for which permanent heating system is used, replace filters, all ducts, vents and diffusers.


94 Ottawa Street TEMPORARY UTILITIES


.9 Ensure Date of Substantial Performance and Warranties for heating system do not commence until entire system is in as near original condition as possible and is certified by Consultant.

.10 Pay costs for maintaining temporary heat, when using permanent heating system

.11 Maintain strict supervision of operation of temporary heating and ventilating equipment to:

.1 Conform with applicable codes and standards.

.2 Enforce safe practices.

.3 Prevent abuse of services.

.4 Prevent damage to finishes.

.5 Vent direct-fired combustion units to outside.

.12 Be responsible for damage to Work due to failure in providing adequate heat and protection during construction.

1.4 TEMPORARY POWER AND LIGHT

.1 Owner will supply temporary power to trade contractors: panel size 100 amp..

.2 Temporary power for electric cranes and other equipment requiring in excess of above is responsibility of Contractor.

.3 Provide and maintain temporary lighting throughout project. Ensure level of illumination on all floors and stairs is not less than 162 lx.

.4 Electrical power and lighting systems installed under this Contract may be used for construction requirements only with prior approval of Consultant provided that guarantees are not affected. Make good damage to electrical system caused by use under this Contract. Replace lamps which have been used for more than 3 months.

1.5 TEMPORARY COMMUNICATION FACILITIES

.1 Provide and pay for temporary telephone fax data hook up, lines equipment necessary for own use.

1.6 FIRE PROTECTION

.1 Provide and maintain temporary fire protection equipment during performance of Work required by insurance companies having jurisdiction and governing codes, regulations and bylaws.

.2 Burning rubbish and construction waste materials is not permitted on site.

END OF SECTION


95-4 Ottawa Street CONSTRUCTION FACILITIES


Part 1 General

1.1 REFERENCES



.2 Canadian General Standards Board (CGSB)

.1 CGSB 1-GP-189M-84, Primer, Alkyd, Wood, Exterior.

.2 CGSB 1.59-97, Alkyd Exterior Gloss Enamel.

.3 Canadian Standards Association (CSA International)

.1 CAN3-A23.1-/A23.2-94, Concrete Materials and Methods for Concrete Construction/Method of Test for Concrete.

.2 CSA-0121-M1978, Douglas Fir Plywood.

.3 CAN/CSA-Z321-96, Signs and Symbols for the Occupational Environment.


.1 Provide construction facilities in order to execute work expeditiously.


1.3 SCAFFOLDING

.1 Provide and maintain scaffolding ramps ladders swing staging platforms and temporary stairs.

1.4 HOISTING

.1 Provide, operate and maintain hoists cranes required for moving of workers, materials and equipment. Make financial arrangements with Subcontractors for use thereof.

.2 Hoists cranes shall be operated by qualified operator.

1.5 SITE STORAGE/LOADING

.1 Refer to CCDC 2-2008, GC 3.12.

.2 Confine work and operations of employees by Contract Documents. Do not unreasonably encumber premises with products.

.3 Do not load or permit to load any part of Work with a weight or force that will endanger the Work.

1.6 CONSTRUCTION PARKING

.1 Parking is to be coordinated with the Owner’s Representative.

.2 Provide and maintain adequate access to project site.

.3 Build and maintain temporary roads where indicated or directed by Owner’s Representative and provide snow removal during period of Work.


95-4 Ottawa Street CONSTRUCTION FACILITIES


.4 If authorized to use existing roads for access to project site, maintain such roads for duration of Contract and make good damage resulting from Contractors' use of roads.

1.7 OFFICES

.1 Provide a clearly marked and fully stocked first-aid case in a readily available location.

1.8 EQUIPMENT, TOOL AND MATERIALS STORAGE

.1 Provide and maintain, in a clean and orderly condition, lockable weatherproof sheds for storage of tools, equipment and materials.

.2 Locate materials not required to be stored in weatherproof sheds on site in a manner to cause least interference with work activities.

1.9 SANITARY FACILITIES

.1 Sanitary facilities are to be provided by the contractor for the use of the work force.

1.10 CONSTRUCTION SIGNAGE

.1 Maintain approved signs and notices in good condition for duration of project, and dispose of off site on completion of project or earlier if directed by Owner’s Representative.

END OF SECTION


94 Ottawa Street TEMPORARY BARRIERS AND ENCLOSURES Summerside, PE Page 1 of 2

Part 1 General

1.1 REFERENCES


.1 CGSB 1.189M-84, Primer, Alkyd, Wood, Exterior.

.2 CGSB 1.59-97, Alkyd Exterior Gloss Enamel.

.2 Canadian Standards Association (CSA International)

.1 CSA-O121-M1978, Douglas Fir Plywood.


.1 Provide temporary controls in order to execute Work expeditiously.


1.3 HOARDING

.1 Erect and maintain man walkways if needed to protect the Owner’s staff, including roof and side covers as applicable, complete with signs and electrical lighting as required by law to access the existing inventory.

.2 Protect existing construction from damage by equipment and construction procedures.

.3 Maintain and relocate hoarding until need for protection has been eliminated.

.4 Design to withstand wind pressure and snow loading if applicable.

1.4 GUARD RAILS AND BARRICADES

.1 Provide secure, rigid guard rails and barricades around deep excavations, open shafts, open stair wells, open edges of floors and roofs for the trade contractors own work.

.2 Provide as required by governing authorities.

1.5 WEATHER ENCLOSURES

.1 Provide weather tight closures to unfinished door and window openings, tops of shafts and other openings in floors and roofs for the trade contractors own work.

.2 Close off floor areas where walls are not finished; seal off other openings; enclose building interior work for temporary heat.

.3 Design enclosures to withstand wind pressure and snow loading.

1.6 DUST TIGHT SCREENS

.1 Provide dust tight partitions to localize dust generating activities for protection of workers, finished areas of Work and public.

.1 Partitions to be constructed of minimum steel studs/& GWB both sides with side exposed to public painted.


94 Ottawa Street TEMPORARY BARRIERS AND ENCLOSURES Summerside, PE Page 2 of 2

.2 Partitions are to be constructed as required to maintain negative pressures within

construction area as required for dust control.

.2 Maintain and relocate protection until such work is complete.

1.7 PROTECTION FOR OFF-SITE AND PUBLIC PROPERTY

.1 Protect surrounding private and public property from damage during performance of Work.

.2 Be responsible for damage incurred.

1.8 PROTECTION OF BUILDING FINISHES

.1 Provide protection for finished and partially finished building finishes and equipment during performance of Work.

.2 Provide necessary screens, covers, and hoardings.

.3 Confirm with Owner’s Consultant locations, hoarding construction, and installation schedule 3 days prior to installation. Provide associated drawings for Owner’s Consultant review.

.4 Be responsible for damage incurred due to lack of or improper protection.

END OF SECTION


94 Ottawa Street COMMON PRODUCT REQUIREMENTS


Part 1 General

1.1 REFERENCE STANDARDS

.1 Canadian Construction Association

.1 CCA 17

.2 Within text of each specifications section, reference may be made to reference standards.

.3 Conform to these reference standards, in whole or in part as specifically requested in specifications.

.4 If there is question as to whether any product or system is in conformance with applicable standards, Owner’s Representative reserves right to have such products or systems tested to prove or disprove conformance.

.5 Cost for such testing will be born by Owner in event of conformance with Contract Documents or by Contractor in event of non-conformance.

.6 Conform to latest date of issue of referenced standards in effect on date of submission of Bids, except where specific date or issue is specifically noted.

1.2 QUALITY

.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, whenever identified prior to completion of Work, will be rejected, regardless of previous inspections. Inspection does not relieve responsibility, but is precaution against oversight or error. Remove and replace defective products at own expense and be responsible for delays and expenses caused by rejection.

.3 Should any dispute arise as to quality or fitness of products, decision rests strictly with Owner’s Representative based upon requirements of Contract Documents.

.4 Unless otherwise indicated in specifications, maintain uniformity of manufacture for any particular or like item throughout building.

.5 Permanent labels, trademarks and nameplates on products are not acceptable in prominent locations, except where required for operating instructions, or when located in mechanical or electrical rooms.

1.3 AVAILABILITY

.1 Immediately upon signing Contract, review product delivery requirements and anticipate foreseeable supply delays for any items. If delays in supply of products are foreseeable, notify Owner’s Representative of such, in order that substitutions or other remedial action may be authorized in ample time to prevent delay in performance of Work.

.2 In event of failure to notify Owner’s Representative at commencement of Work and should it subsequently appear that Work may be delayed for such reason, Owner’s




Representative reserves right to substitute more readily available products of similar character, at no increase in Contract Price or Contract Time.

1.4 STORAGE, HANDLING AND PROTECTION

.1 Handle and store products in manner to prevent damage, adulteration, deterioration and soiling and in accordance with manufacturer's instructions when applicable.

.2 Store packaged or bundled products in original and undamaged condition with manufacturer's seal and labels intact. Do not remove from packaging or bundling until required in Work.

.3 Store products subject to damage from weather in weatherproof enclosures.

.4 Store cementitious products clear of earth or concrete floors, and away from walls.

.5 Keep sand, when used for grout or mortar materials, clean and dry. Store sand on wooden platforms and cover with waterproof tarpaulins during inclement weather.

.6 Store sheet materials, lumber and on flat, solid supports and keep clear of ground. Slope to shed moisture.

.7 Store and mix paints in heated and ventilated room. Remove oily rags and other combustible debris from site daily. Take every precaution necessary to prevent spontaneous combustion.

.8 Remove and replace damaged products at own expense and to satisfaction of Owner’s Representative.

.9 Touch-up damaged factory finished surfaces to Owner’s Representative's satisfaction. Use touch-up materials to match original. Do not paint over name plates.

1.5 TRANSPORTATION

.1 Pay costs of transportation of products required in performance of Work.

.2 Transportation cost of products supplied by Owner will be paid for by Owner. Unload, handle and store such products.

1.6 MANUFACTURER'S INSTRUCTIONS

.1 Unless otherwise indicated in specifications install or erect products in accordance with manufacturer's instructions. Do not rely on labels or enclosures provided with products. Obtain written instructions directly from manufacturers.

.2 Notify Owner’s Representative in writing, of conflicts between specifications and manufacturer's instructions, so that Owner’s Representative may establish course of action.

.3 Improper installation or erection of products, due to failure in complying with these requirements, authorizes Owner’s Representative to require removal and re-installation at no increase in Contract Price or Contract Time.




1.7 QUALITY OF WORK

.1 Ensure Quality of Work is of highest standard, executed by workers experienced and skilled in respective duties for which they are employed. Immediately notify Owner’s Representative if required Work is such as to make it impractical to produce required results.

.2 Do not employ anyone unskilled in their required duties. Owner’s Representative reserves right to require dismissal from site, workers deemed incompetent or careless.

.3 Decisions as to standard or fitness of Quality of Work in cases of dispute rest solely with Owner’s Representative, whose decision is final.

1.8 CO-ORDINATION

.1 Ensure cooperation of workers in laying out Work. Maintain efficient and continuous supervision.

.2 Be responsible for coordination and placement of openings, sleeves and accessories.

1.9 CONCEALMENT

.1 Before installation, inform Owner’s Representative if there is interference. Install as directed by Owner’s Representative.

1.10 REMEDIAL WORK

.1 Perform remedial work required to repair or replace parts or portions of Work identified as defective or unacceptable. Coordinate adjacent affected Work as required.

.2 Perform remedial work by specialists familiar with materials affected. Perform in a manner to neither damage nor put at risk any portion of Work.

1.11 LOCATION OF FIXTURES

.1 Consider location of fixtures, outlets, and mechanical and electrical items indicated as approximate.

.2 Inform Owner’s Representative of conflicting installation. Install as directed.

1.12 FASTENINGS

.1 Prevent electrolytic action between dissimilar metals and materials.

.2 Space anchors within individual load limit or shear capacity and ensure they provide positive permanent anchorage. Wood, or any other organic material plugs are not acceptable.

.3 Keep exposed fastenings to a minimum, space evenly and install neatly.

.4 Fastenings which cause spalling or cracking of material to which anchorage is made are not acceptable.




1.13 FASTENINGS - EQUIPMENT

.1 Use fastenings of standard commercial sizes and patterns with material and finish suitable for service.

.2 Use heavy hexagon heads, semi-finished unless otherwise specified. Use No. 304 stainless steel for exterior areas.

.3 Bolts may not project more than one diameter beyond nuts.

1.14 PROTECTION OF WORK IN PROGRESS

.1 Prevent overloading of any part of building. Do not cut, drill or sleeve any load bearing structural member, unless specifically indicated without written approval of Owner’s Representative.

END OF SECTION


94 Ottawa Street EXECUTION REQUIREMENTS


Part 1 General

1.1 SUBMITTALS

.1 Submit written request in advance of cutting or alteration which affects:

.1 Structural integrity of any element of Project.

.2 Integrity of weather-exposed or moisture-resistant elements.

.3 Efficiency, maintenance, or safety of any operational element.

.4 Visual qualities of sight-exposed elements.

.5 Work of Owner or separate contractor.

.2 Include in request:

.1 Identification of Project.

.2 Location and description of affected Work.

.3 Statement on necessity for cutting or alteration.

.4 Description of proposed Work, and products to be used.

.5 Alternatives to cutting and patching.

.6 Effect on Work of Owner or separate contractor.

.7 Written permission of affected separate contractor.

.8 Date and time work will be executed.

1.2 LOCATION OF EQUIPMENT

.1 Inform Owner of impending installation and obtain his approval for actual location.

.1 Submit field drawings to indicate relative position of various services and equipment when required by Owner.

1.3 EXISTING SERVICES AND STRUCTURES

.1 Where Work involves breaking into or connection existing services, carry out work at times directed by authorities having jurisdiction, with minimum of disturbance to Owner’s Operations.

.2 Before commencing Work, establish location and extent of service lines and structures, both above and below ground, in the line of Work or affected by constructions and notify Owner of findings.

.3 Submit schedule to and obtain approval from Owner for any shut-down or closure of active service or facility. Adhere to approved schedule and provide notice to affected parties.

1.4 MATERIALS

.1 Required for original installation.

.2 Change in Materials: Submit request for substitution in accordance with Section 01 33 00 - Submittal Procedures.


94 Ottawa Street EXECUTION REQUIREMENTS


1.5 PREPARATION

.1 Inspect existing conditions, including elements subject to damage or movement during cutting and patching.

.2 After uncovering, inspect conditions affecting performance of Work.

.3 Beginning of cutting or patching means acceptance of existing conditions.

.4 Provide supports to assure structural integrity of surroundings; provide devices and methods to protect other portions of project from damage.

.5 Provide protection from elements for areas which may be exposed by uncovering work; maintain excavations free of water.

1.6 EXECUTION

.1 Execute cutting, fitting, and patching including excavation and fill, to complete Work.

.2 Fit several parts together, to integrate with other Work.

.3 Uncover Work to install ill-timed Work.

.4 Remove and replace defective and non-conforming Work.

.5 Remove samples of installed Work for testing.

.6 Provide openings in non-structural elements of Work for penetrations of mechanical and electrical Work.

.7 Execute Work by methods to avoid damage to other Work, and which will provide proper surfaces to receive patching and finishing.

.8 Employ original installer to perform cutting and patching for weather-exposed and moisture-resistant elements, and sight-exposed surfaces.

.9 Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed on masonry work without prior approval.

.10 Restore work with new products in accordance with requirements of Contract Documents.

.11 Fit Work to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.

.12 At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with firestopping material, full thickness of the construction element.

.13 Refinish surfaces to match adjacent finishes: For continuous surfaces refinish to nearest intersection; for an assembly, refinish entire unit.

.14 Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas except where indicated otherwise.

END OF SECTION


94 Ottawa Street CLEANING


Part 1 General

.1 REFERENCE STANDARDS



1.2 PROJECT CLEANLINESS

.1 Maintain Work in tidy condition, free from accumulation of waste products and debris, including that caused by Owner or other Contractors.

.2 Remove waste materials from site at regularly scheduled times or dispose of as directed by Owner’s Representative. Do not burn waste materials on site, unless approved by Owner’s Representative.

.3 Make arrangements with and obtain permits from authorities having jurisdiction for disposal of waste and debris.

.4 Provide on-site containers for collection of waste materials and debris.

.5 Provide and use clearly marked separate bins for recycling.

.6 Remove waste material and debris from site and deposit in waste container at end of

each working day.

.7 Dispose of waste materials and debris at designated dumping areas off site.

.8 Clean interior areas prior to start of finish work, and maintain areas free of dust and other contaminants during finishing operations.

.9 Store volatile waste in covered metal containers, and remove from premises at end of each working day.

.10 Provide adequate ventilation during use of volatile or noxious substances. Use of building ventilation systems is not permitted for this purpose.

.11 Use only cleaning materials recommended by manufacturer of surface to be cleaned, and as recommended by cleaning material manufacturer.

.12 Schedule cleaning operations so that resulting dust, debris and other contaminants will not fall on wet, newly painted surfaces nor contaminate building systems.

1.3 FINAL CLEANING

.1 When Work is Substantially Performed, remove surplus products, tools, construction machinery and equipment not required for performance of remaining Work.

.2 Remove waste products and debris other than that caused by others, and leave Work clean and suitable for occupancy.

.3 Prior to final review, remove surplus products, tools, construction machinery and equipment.


94 Ottawa Street CLEANING


.4 Remove waste products and debris other than including that caused by Owner or other Contractors.

.5 Remove waste materials from site at regularly scheduled times or dispose of as directed by Owner’s Representative. Do not burn waste materials on site, unless approved by Owner’s Representative.

.6 Make arrangements with and obtain permits from authorities having jurisdiction for disposal of waste and debris.

.7 Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace broken, scratched or disfigured glass.

.8 Remove stains, spots, marks and dirt from decorative work, electrical and mechanical fixtures, furniture fitments, walls, and floors.

.9 Clean lighting reflectors, lenses, and other lighting surfaces.

.10 Vacuum clean and dust building interiors, behind grilles, louvres and screens.

.11 Wax, seal, shampoo or prepare floor finishes, as recommended by manufacturer.

.12 Inspect finishes, fitments and equipment and ensure specified workmanship and operation.

.13 Broom clean and wash exterior walks, steps and surfaces; rake clean other surfaces of grounds.

.14 Remove dirt and other disfiguration from exterior surfaces.

.15 Clean and sweep roofs, gutters, areaways, and sunken wells.

.16 Sweep and wash clean paved areas.

.17 Clean equipment and fixtures to a sanitary condition; clean or replace filters of mechanical equipment.

.18 Clean roofs, downspouts, and drainage systems.

.19 Remove debris and surplus materials from crawl areas and other accessible concealed spaces.

END OF SECTION


94 Ottawa Street CLOSEOUT PROCEDURES


Part 1 General

1.1 REFERENCES



1.2 INSPECTION AND DECLARATION

.1 Contractor's Inspection: Contractor and all Subcontractors shall conduct an inspection of Work, identify deficiencies and defects, and repair as required to conform to Contract Documents.

.1 Notify Owner’s Representative in writing of satisfactory completion of Contractor's Inspection and that corrections have been made.

.2 Request Owner’s Representative's review.

.2 Owner’s Representative's review: Owner’s Representative and Contractor will perform review of Work to identify obvious defects or deficiencies. Contractor shall correct Work accordingly.

.3 Completion: submit written certificate that following have been performed:

.1 Work has been completed and inspected for compliance with Contract Documents.

.2 Defects have been corrected and deficiencies have been completed.

.3 Equipment and systems have been tested, adjusted and balanced and are fully operational.

.4 Certificates required by Boiler Inspection Branch Fire Commissioner Utility companies have been submitted.

.5 Operation of systems have been demonstrated to Owner's personnel.

.6 Work is complete and ready for Final Review.

.4 Final Review: when items noted above are completed, request final review of Work by Owner, Owner’s Representative, and Contractor. If Work is deemed incomplete by Owner and Owner’s Representative, complete outstanding items and request another review.

.5 Declaration of Substantial Performance: when Owner and Owner’s Representative consider deficiencies and defects have been corrected and it appears requirements of Contract have been substantially performed, make application for certificate of Substantial Performance. Refer to CCDC 2-2008, General Conditions Article for specifics to application.

.6 Commencement of Lien and Warranty Periods: date of Owner's acceptance of submitted declaration of Substantial Performance shall be date for commencement for warranty period and commencement of lien period unless required otherwise by lien statute of Place of Work.

.7 Final Payment: When Owner and Owner’s Representative consider final deficiencies and defects have been corrected and it appears requirements of Contract have been totally performed, make application for final payment. Refer to CCDC 2-2008. If Work is deemed incomplete by Owner and Owner’s Representative, complete outstanding items and request reinspection.


94 Ottawa Street CLOSEOUT PROCEDURES


.8 Payment of Holdback: After issuance of certificate of Substantial Performance of Work, submit an application for payment of holdback amount in accordance with CCDC 2-2008.

END OF SECTION


94 Ottawa Street CONTRACT CLOSEOUT FORMS


APPENDIX “A”

SUBSTANTIAL PERFORMANCE REVIEW FORM

.1 Review for above-described Work was carried out on _________________________________________________ (Date of Substantial Performance) by ______________________________________________ (Owner) _________________________________________________ (Owner’s Representative) _________________________________________________ (Contractor)

for the purpose of determining items not in accordance with the Contract Documents. .2 The items which are not in accordance with the Contract Documents and require correction under

the Contract Agreement are listed as an attachment to this Document. Contractor’s Certification

I hereby Certify that the Work has been executed in accordance with the Contract Documents with the exception of deficiencies listed herewith. The undersigned hereby agrees that, notwithstanding the generality of the foregoing, the acceptance of the Work shall not prejudice any rights of the Owner or affect any liabilities of the undersigned Contractor pursuant to the provisions of the Contract.

Contractor

Date

Owner’s Representative’s Review

I have reviewed the work of the Contractor and certify that the work is substantially performed.

Owner’s Representative Date

Owner’s Acceptance

I hereby accept the Work on behalf of the Owner providing that the deficiencies listed herewith are completed. This acceptance is not to be construed as relieving the Contractor from the responsibility to correct other defects in the Work, whether latent or patent, as may become apparent within the Guarantee/Warranty period. This acceptance is made without prejudice to the rights of the Owner or to the liabilities of the Contractor which may arise and/or continue after acceptance of the Work.

Owner

Date




The following is a list of deficiencies to be corrected. This acceptance is not to be construed as relieving the Contractor from the responsibility of correcting other defects in the Work as may become apparent during the Warranty Period.







APPENDIX “B”

TOTAL PERFORMANCE FORM

DATE OF TOTAL PERFORMANCE ____________________________________ Contractor’s Certification I hereby certify that the Work has been executed in accordance with the Contract Documents and in accordance with good construction practice. The undersigned hereby agrees that, notwithstanding the generality of the foregoing, the acceptance of the Work shall not prejudice any rights of the Owner or affect any liabilities of the undersigned Contractor pursuant to the provisions of the Contract.

Contractor

Date

Owner’s Acceptance I hereby accept the Work on behalf of the Owner. This acceptance is not to be construed as relieving the Contractor from the responsibility to correct other defects in the Works, whether latent or patent, as may become apparent within the Guarantee/Warranty Period. This acceptance is made without prejudice to the rights of the Owner or to the liabilities of the Contractor which may arise and/or continue after acceptance of the Work.

Owner

Date

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 01 78 00 94 Ottawa Street CLOSEOUT SUBMITTALS Summerside, PE Page 1 of 5

Part 1 General

1.1 SUBMISSION

.1 Prepare instructions and data using personnel experienced in maintenance and operation of described products.

.2 Copy will be returned after final review, with Consultant's comments.

.3 Revise content of documents as required prior to final submittal.

.4 Two weeks prior to Substantial Performance of the Work, submit to the Consultant, two (2) final copies of operating and maintenance manuals in English.

.5 Ensure spare parts, maintenance materials and special tools provided are new, undamaged or defective, and of same quality and manufacture as products provided in Work.

.6 If requested, furnish evidence as to type, source and quality of products provided.

.7 Defective products will be rejected, regardless of previous inspections. Replace products at own expense.

.8 Pay costs of transportation.

1.2 FORMAT

.1 Organize data in the form of an instructional manual.

.2 Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279mm with spine and face pockets.

.3 When multiple binders are used, correlate data into related consistent groupings. Identify contents of each binder on spine.

.4 Cover: Identify each binder with type or printed title 'Project Record Documents'; list title of project and identify subject matter of contents.

.5 Arrange content by systems, process flow, under Section numbers and sequence of Table of Contents.

.6 Provide tabbed fly leaf for each separate product and system, with typed description of product and major component parts of equipment.

.7 Text: Manufacturer's printed data, or typewritten data.

.8 Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.

.9 Provide 1:1 scaled CAD files in .dwg format on CD’s.


1.3 CONTENTS - EACH VOLUME

.1 Table of Contents: provide title of project;

.1 Date of submission; names,

.2 Addresses, and telephone numbers of Consultant and Contractor with name of responsible parties;

.3 Schedule of products and systems, indexed to content of volume.

.2 For each product or system:

.1 List names, addresses and telephone numbers of subcontractors and suppliers, including local source of supplies and replacement parts.

.3 Product Data: mark each sheet to clearly identify specific products and component parts, and data applicable to installation; delete inapplicable information.

.4 Drawings: supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams.

.5 Typewritten Text: as required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions specified in Section 01 45 00 - Quality Control.

.6 Training: Refer to Section 01 79 00 - Demonstration and Training.

1.4 AS-BUILTS AND SAMPLES

.1 In addition to requirements in General Conditions, maintain at the site for Consultant and Owner one record copy (which are to be submitted and form part of the closeout manuals) of:

.1 Contract Drawings.

.2 Specifications.

.3 Addenda.

.4 Change Orders and other modifications to the Contract.

.5 Reviewed shop drawings, product data, and samples.

.6 Field test records.

.7 Inspection certificates.

.8 Manufacturer's certificates.

.9 Site meeting minutes.

.10 Change orders.

.11 Building Permits

.2 Store record documents and samples in field office apart from documents used for construction. Provide files, racks, and secure storage.

.3 Label record documents and file in accordance with Section number listings in List of Contents of this Project Manual. Label each document "PROJECT RECORD" in neat, large, printed letters.

.4 Maintain record documents in clean, dry and legible condition. Do not use record documents for construction purposes.

.5 Keep record documents and samples available for inspection by Consultant.


1.5 RECORDING ACTUAL SITE CONDITIONS

.1 Record information on set of black line opaque drawings, and in copy of Project Manual, provided by Consultant.

.2 Provide felt tip marking pens, maintaining separate colours for each major system, for recording information.

.3 Record information concurrently with construction progress. Do not conceal Work until required information is recorded.

.4 Contract Drawings and shop drawings: legibly mark each item to record actual construction, including:

.1 Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

.2 Measured locations of internal utilities and appurtenances, referenced to visible and accessible features of construction.

.3 Field changes of dimension and detail.

.4 Changes made by change orders.

.5 Details not on original Contract Drawings.

.6 References to related shop drawings and modifications.

.5 Specifications: legibly mark each item to record actual construction, including:

.1 Manufacturer, trade name, and catalogue number of each product actually installed, particularly optional items and substitute items.

.2 Changes made by Addenda and change orders.

.6 Other Documents: maintain manufacturer's certifications, inspection certifications, field test records, required by individual specifications sections.

1.6 FINAL SURVEY

.1 Submit final site survey certificate in accordance with Section 01 71 00 – Preparation, certifying that elevations and locations of completed Work are in conformance, or non-conformance with Contract Documents.

1.7 EQUIPMENT AND SYSTEMS

.1 Each Item of Equipment and Each System: include description of unit or system, and component parts. Give function, normal operation characteristics, and limiting conditions. Include performance curves, with engineering data and tests, and complete nomenclature and commercial number of replaceable parts.

.2 Panel board circuit directories: provide electrical service characteristics, controls, and communications.

.3 Include installed colour coded wiring diagrams.

.4 Operating Procedures: include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions.

.5 Maintenance Requirements: include routine procedures and guide for trouble-shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.


.6 Provide servicing and lubrication schedule, and list of lubricants required.

.7 Include manufacturer's printed operation and maintenance instructions.

.8 Include sequence of operation by controls manufacturer.

.9 Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.

.10 Provide installed control diagrams by controls manufacturer.

.11 Provide Contractor's coordination drawings, with installed colour coded piping diagrams.

.12 Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.

.13 Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.

.14 Include test and balancing reports as specified in Section 01 45 00 - Quality Control and 01 91 00 - Commissioning.

.15 Additional requirements: As specified in individual specification sections.

1.8 MATERIALS AND FINISHES

.1 Building Products, Applied Materials, and Finishes: include product data, with catalogue number, size, composition, and colour and texture designations. Provide information for re-ordering custom manufactured products.

.2 Instructions for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.3 Moisture-protection and Weather-exposed Products: include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

.4 Additional Requirements: as specified in individual specifications sections.

1.9 SPARE PARTS

.1 Provide spare parts, in quantities specified in individual specification sections.

.2 Provide items of same manufacture and quality as items in Work.

.3 Deliver to location as directed; place and store.

.4 Receive and catalogue all items. Submit inventory listing to Consultant. Include approved listings in Maintenance Manual.

.5 Obtain receipt for delivered products and submit prior to final payment.

1.10 MAINTENANCE MATERIALS

.1 Provide maintenance and extra materials, in quantities specified in individual specification sections.


.2 Provide items of same manufacture and quality as items in Work.



.5 Obtain receipt for delivered products and submit prior to final payment.

1.11 SPECIAL TOOLS

.1 Provide special tools, in quantities specified in individual specification section.

.2 Provide items with tags identifying their associated function and equipment.



1.12 STORAGE, HANDLING AND PROTECTION

.1 Store spare parts, maintenance materials, and special tools in manner to prevent damage or deterioration.

.2 Store in original and undamaged condition with manufacturer's seal and labels intact.

.3 Store components subject to damage from weather in weatherproof enclosures.

.4 Store paints and freezable materials in a heated and ventilated room.

.5 Remove and replace damaged products at own expense and to satisfaction of Consultant.

1.13 WARRANTIES AND BONDS

.1 Separate each warranty or bond with index tab sheets keyed to Table of Contents listing.

.2 List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.

.3 Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers, and manufacturers, within ten days after completion of the applicable item of work.

.4 Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial Performance is determined.

.5 Verify that documents are in proper form, contain full information, and are notarized.

.6 Co-execute submittals when required.

.7 Retain warranties and bonds until time specified for submittal.

END OF SECTION


94 Ottawa Street SELECTIVE STRUCTURE DEMOLITION


Part 1 General

1.1 REFERENCES

.1 Canadian Standards Association (CSA International).

.1 CSA S350-(R1998), Code of Practice for Safety in Demolition of Structures.

.2 Federal Legislation.

.1 Canadian Environmental Assessment Act (CEAA), 1992, c. 37.

.2 Canadian Environmental Protection Act (CEPA), 1999, c. 33.

.3 Transportation of Dangerous Goods Act (TDGA), 1992, c. 34.

1.2 DEFINITIONS

.1 Alternate Disposal: reuse and recycling of materials by designated facility, user or receiving organization which has valid Certificate of Approval to operate. Alternative to landfill disposal.

.2 Deconstruction: systematic dismantling of structure in a manner that achieves safe removal/disposal of hazardous materials and maximum salvage/recycling of materials.

.1 Ultimate objective is to recover potentially valuable resources while diverting from landfill what has traditionally been significant portion of waste system.

.3 Demolition: rapid destruction of structure with or without prior removal of hazardous materials.

.4 Hazardous Materials: dangerous substances, dangerous goods, hazardous commodities and hazardous products, including but not limited to: corrosive agents, flammable substances, ammunition, explosives, radioactive substances, or other material that can endanger human health, well being or environment if handled improperly.

.5 Recycle: process by which waste and recyclable materials are transformed or collected for purpose of being transferred into new products.

.6 Recycling: process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for purpose of using in altered form.

.1 Recycling does not include burning, incinerating, or thermally destroying waste.

.7 Reuse: repeated use of product in same form but not necessarily for same purpose. Reuse includes:

.1 Salvaging reusable materials from remodelling projects, before demolition stage, for resale, reuse on current project or for storage for use on future projects.

.2 Returning reusable items including pallets or unused products to vendors.

.8 Salvage: removal of structural and non-structural materials from deconstruction/disassembly projects for purpose of reuse or recycling.

.9 Source Separation: acts of keeping different types of waste materials separate, beginning from first time they became waste.




.10 Waste Management Coordinator (WMC): contractor representative responsible for supervising waste management activities as well as coordinating related, required submittal and reporting requirements.

1.3 QUALITY ASSURANCE

.1 Ensure Work is performed in compliance with applicable provincial regulations.

1.4 ENVIRONMENTAL REQUIREMENTS

.1 Do Work in accordance with Section 01 35 43 - Environmental Procedures.

1.5 SITE CONDITIONS

.1 Existing Conditions.

.1 Should materials resembling spray or trowel applied asbestos be encountered in course of deconstruction, stop work, take preventative measures, and notify Consultant immediately. Do not proceed until written instructions have been received.

.2 Label and package component parts of mechanical and electrical material specified for salvage to prevent damage or loss.

.2 Protection.

.1 Prevent movement, settlement or damage of adjacent structures, and services. Provide bracing, shoring, and underpinning as required. Repair damage caused by deconstruction as directed by Consultant.

.2 Support affected structures and, if safety of structure being deconstructed or adjacent structures, or services appears to be endangered, take preventative measures. Cease operations and immediately notify Consultant.

.3 Prevent debris from blocking surface drainage system, mechanical and electrical systems.

Part 2 Products

2.1 EQUIPMENT

.1 Leave equipment and machinery running only while in use.

.2 Where possible use water efficient wetting equipment/trucks/attachments when minimizing dust.

.3 Select appropriate tools and use in manner which allows for salvage of materials in best condition possible.

Part 3 Execution

3.1 PREPARATION

.1 Do Work in accordance with Section 01 35 30 - Health and Safety Requirements.




.2 Disconnect and re-route electrical, telephone and communication service lines in area to be deconstructed. Post warning signs on electrical lines and equipment which must remain energized to serve other products during period of demolition.

.3 Locate and protect utility lines. Do not disrupt active or energized utilities.

.4 Disconnect and cap mechanical services as required by scope of work.

.1 Sewer and water lines: remove in accordance with requirements of authority having jurisdiction as directed by Engineer.

3.2 DISASSEMBLY

.1 Materials to be removed from site are property of Contractor.

.2 Throughout course of deconstruction pay close attention to connections and material assemblies. Employ workmanship procedures which minimize damage to materials and equipment.

.3 Ensure workers and subcontractors are briefed and trained to carry out work in accordance with appropriate deconstruction techniques.

.4 Project supervisor with previous deconstruction experience must be present on site throughout project.

.5 Deconstruct in accordance with CSA S350 and other applicable safety standards.

.6 Workers must utilize adequate fall protection where appropriate and as required by the authority having jurisdiction.

.7 Maintain structural integrity of structure.

.8 Systematically remove finishes, furnishings, and mechanical and electrical equipment.

.9 Carefully remove windows and doors from structure.

.10 Disassemble non-loadbearing interior partitions and remove materials from structure.

.11 Wherever possible, transfer material assemblies from heights to ground level for easier disassembly. Take appropriate measures to ensure safety.

.12 Separate from waste stream, material in condition suitable for reuse and/or recycling.

.13 Remove and store materials to be salvaged, in manner to prevent damage.

.1 Store and protect in accordance with requirements for maximum preservation of material.

.2 Handle salvaged materials as new materials.

.14 Source separate for recycling materials that cannot be salvaged for reuse.

.15 Remove materials that cannot be salvaged for reuse or recycling and dispose of in accordance with applicable codes at licensed facilities.

.16 Where existing materials are to be re-used in Work, use special care in removal, handling, storage and re-installation to assure proper function in completed work.




3.3 PROCESSING

.1 Designate location for processing of materials which eliminates double handling and provides adequate space to maintain efficient material flow.

.2 Keep processing area clean and free of excess debris.

.3 Supply separate, marked disposal bins for categories of waste material.

.4 Separate processed materials into organized piles for stockpiling. Provide collection area for materials.

3.4 STOCKPILING

.1 Label stockpiles, indicating material type and quantity.

.2 Designate appropriate security resources/measures to prevent vandalism, damage and theft.

.3 Locate stockpiled materials convenient for use in new construction. Eliminate double handling wherever possible.

.4 Stockpile materials designated for alternate disposal in location which facilitates removal from site and examination by potential end markets, and which does not impede disassembly, processing, or hauling procedures.

3.5 REMOVAL FROM SITE

.1 Transport material designated for alternate disposal in accordance with applicable regulations.

.2 Dispose of materials not designated for alternate disposal in accordance with applicable regulations.

3.6 CLEANING AND RESTORATION

.1 Keep site clean and organized throughout deconstruction.

.2 Upon completion of project, remove debris, trim surfaces and leave work site clean.

.3 Upon completion of project, reinstate areas including but not limited to parking surfaces, walkways, and light standards affected by Work to condition which existed prior to beginning of Work.

END OF SECTION


94 Ottawa Street HAZARDOUS MATERIALS


Part 1 General

1.1 PRECEDENCE

1.2 RELATED SECTIONS

.1 Section 01 33 00 - Submittal Procedures.

1.3 REFERENCES

.1 Export and Import of Hazardous Waste Regulations (EIHW Regulations), SOR/92-637.

.2 National Fire Code of Canada [2015].

.3 Transportation of Dangerous Goods Act (TDG Act) [1992], (T-19.01).

.4 Transportation of Dangerous Goods Regulations (TDGR), (SOR/85-77, SOR/85-585, SOR/85-609, SOR/86-526).

1.4 DEFINITIONS

.1 Dangerous Goods: Product, substance, or organism that is specifically listed or meets the hazard criteria established in Transportation of Dangerous Goods Regulations.

.2 Hazardous Material: Product, substance, or organism that is used for its original purpose; and that is either dangerous goods or a material that may cause adverse impact to the environment or adversely affect health of persons, animals, or plant life when released into the environment.

.3 Hazardous Waste: Any hazardous material that is no longer used for its original purpose and that is intended for recycling, treatment or disposal.

.4 Workplace Hazardous Materials Information System (WHMIS): A Canada-wide system designed to give employers and workers information about hazardous materials used in the workplace. Under WHMIS, information on hazardous materials is to be provided on container labels, material safety data sheets (MSDS), and worker education programs. WHMIS is put into effect by a combination of federal and provincial laws.

1.5 SUBMITTALS

.1 Submit product data in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit to Consultant current Material Safety Data Sheet (MSDS) for each hazardous material required prior to bringing hazardous material on site.

.3 Submit hazardous materials management plan to Consultant that identifies all hazardous materials, their use, their location, personal protective equipment requirements, and disposal arrangements.

1.6 STORAGE AND HANDLING

.1 Coordinate storage of hazardous materials with Consultant and abide by internal requirements for labeling and storage of materials and wastes.




.2 Store and handle hazardous materials and wastes in accordance with applicable federal and provincial laws, regulations, codes, and guidelines.

.3 Store flammable and combustible waste liquids for disposal in approved containers located in a safe, ventilated area. Keep quantities to a minimum.

.4 Observe smoking regulations at all times. Smoking is prohibited in any area where hazardous materials are stored, used, or handled.

.5 Abide by the following storage requirements for quantities of hazardous materials and wastes in excess of 5 kg for solids, and 5 litres for liquids:

.1 Store hazardous materials and wastes in closed and sealed containers which are in good condition.

.2 Label containers of hazardous materials and wastes in accordance with WHMIS.

.3 Store hazardous materials and wastes in containers compatible with that material or waste.

.4 Segregate incompatible materials and wastes.

.5 Ensure that different hazardous materials or hazardous wastes are not mixed.

.6 Store hazardous materials and wastes in a secure storage area with controlled access.

.7 Maintain a clear egress from storage area.

.8 Store hazardous materials and wastes in a manner and location which will prevent them from spilling into the environment.

.9 Have appropriate emergency spill response equipment available near the storage area, including personal protective equipment.

.10 Maintain an inventory of hazardous materials and wastes, including product name, quantity, and date when storage began.

.6 Ensure personnel have been trained in accordance with Workplace Hazardous Materials Information System (WHMIS) requirements.

.7 Report spills or accidents immediately to Consultant. Submit a written spill report to Consultant within 24 hours of incident.

.8 Store and handle flammable and combustible materials in accordance with current National Fire Code of Canada requirements.

.9 Keep no more than 45 litres of flammable and combustible liquids such as gasoline, kerosene and naphtha for ready use. Store all flammable and combustible liquids in approved safety cans bearing the Underwriters' Laboratory of Canada or Factory Mutual seal of approval. Storage of quantities of flammable and combustible liquids exceeding 45 litres for work purposes requires the written approval of the Consultant.

.10 Transfer of flammable and combustible liquids is prohibited within buildings.

.11 Transfer of flammable and combustible liquids will not be carried out in the vicinity of open flames or any type of heat-producing devices.

.12 Flammable liquids having a flash point below 38oC, such as naptha or gasoline, will not be used as solvents or cleaning agents.




1.7 TRANSPORTATION

.1 Transport hazardous materials and wastes in accordance with federal Transportation of Dangerous Goods Act, Transportation of Dangerous Goods Regulations, and applicable provincial regulations.

.2 If exporting hazardous waste to another country, ensure compliance with federal Export and Import of Hazardous Waste Regulations.

.3 If hazardous waste is generated on site:

.1 Coordinate transportation and disposal with Consultant.

.2 Ensure compliance with applicable provincial laws and regulations for generators of hazardous waste.

.3 Use only a licensed carrier authorized by provincial authorities to accept subject material.

.4 Prior to shipping material, obtain written notice from intended hazardous waste treatment or disposal facility that it will accept material and that it is licensed to accept this material.

.5 Label container[s] with legible, visible safety marks as prescribed by federal and provincial regulations.

.6 Ensure that only trained personnel handle, offer for transport, or transport dangerous goods.

.7 Provide a photocopy of all shipping documents and waste manifests to Consultant.

.8 Track receipt of completed manifest from consignee after shipping dangerous goods. Provide a photocopy of completed manifest to Consultant.

.9 Report any discharge, emission, or escape of hazardous materials immediately to Consultant and appropriate provincial authority. Take reasonable measures to control release.

Part 2 Products

2.1 MATERIALS

.1 Only bring on site the quantity of hazardous materials required to perform work.

.2 Maintain MSDSs in proximity to where the materials are being used. Communicate this location to personnel who may have contact with hazardous materials.

Part 3 Execution

3.1 DISPOSAL

.1 Dispose of hazardous waste materials in accordance with applicable federal and provincial acts, regulations, and guidelines.

.2 Recycle hazardous wastes for which there is an approved, cost effective recycling process available.

.3 Send hazardous wastes only to authorized hazardous waste disposal or treatment facilities.




.4 Burning, diluting, or mixing hazardous wastes for purpose of disposal is prohibited.

.5 Disposal of hazardous materials in waterways, storm or sanitary sewers, or in municipal solid waste landfills is prohibited.

.6 Dispose of hazardous wastes in a timely fashion in accordance with applicable provincial regulations.

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 03 10 00 94 Ottawa Street CONCRETE FORMS AND ACCESSORIES Summerside, PE Page 1 of 2

PART 1 General

1.1 REFERENCES

.1 Canadian Standards Association (CSA)

.1 CAN/CSA-A23.1, Concrete Materials and Methods of Concrete Construction.

.2 CSA S269.1, Falsework for Construction Purposes.

.3 CAN/CSA-S269.3, Concrete Formwork.

1.2 SHOP DRAWINGS

.1 When requested, submit shop drawings for formwork and falsework.

.2 Indicate method and schedule of construction shoring, stripping and re-shoring procedures, materials, arrangement of joints, special architectural exposed finishes, ties, liners, and locations of temporary embedded parts.

.3 Indicate formwork design data, such as permissible rate of concrete placement, and temperature of concrete, in forms.

1.3 WASTE MANAGEMENT AND DISPOSAL

.1 Place materials defined as hazardous or toxic waste in designated containers.

.2 Ensure emptied containers are sealed and stored safely for disposal away from children.

.3 Use sealers, form release and stripping agents that are non-toxic, biodegradable and have zero or low VOC’s.

PART 2 Products

2.1 MATERIALS

.1 Formwork materials:

.1 Use formwork materials to CAN/CSA-A23.1.

.2 Form release agent: chemically active release agents containing compounds that react with free lime present in concrete to provide water insoluble soaps, preventing concrete from sticking to forms.

.3 Falsework materials: to CSA-S269.1.

PART 3 Execution

3.1 FABRICATION AND ERECTION

.1 Verify lines, levels and centres before proceeding with formwork/falsework and ensure dimensions agree with drawings.

.2 Hand trim sides and bottoms and remove loose earth from earth forms before placing concrete.

Recladding & Reroofing - Electric Service Building Section 03 10 00 94 Ottawa Street CONCRETE FORMS AND ACCESSORIES Summerside, PE Page 2 of 2

.3 Fabricate and erect falsework in accordance with CSA S269.1 and COFI Exterior

Plywood for Concrete Formwork.

.4 Fabricate and erect formwork in accordance with CAN/CSA-S269.3 to produce finished concrete conforming to shape, dimensions, locations and levels indicated within tolerances required by CAN/CSA-A23.1.

.5 Align form joints and made watertight. Keep form joints to minimum.

.6 Use 25mm chamfer strips on external corners and/or 25mm fillets at interior corners, joints, unless specified otherwise.

.7 Form chases, slots, openings, drips, recesses, expansion and control joints as indicated.

.8 Build in anchors, sleeves, and other inserts required to accommodate Work specified in other sections. Assure that all anchors and inserts will not protrude beyond surfaces designated to receive applied finishes, including painting.

.9 Clean formwork in accordance with CAN/CSA-A23.1, before placing concrete.

3.2 REMOVAL AND RESHORING

.1 Leave formwork in place for following minimum periods of time after placing concrete.

.1 Three days for walls and sides of beams.

.2 Three days for columns.

.3 Twenty days for beam soffits, slabs, decks and other structural members, or seven days when replaced immediately with adequate shoring to standard specified for falsework.

.4 Three days for footings and abutments.

.2 Remove formwork when concrete has reached 80% of its design strength or minimum period noted above, whichever comes later, and replace immediately with adequate reshoring.

.3 Provide all necessary reshoring of members where early removal of forms may be required or where members may be subjected to additional loads during construction as required.

.4 Re-use formwork and falsework subject to requirements of CAN/CSA-A23.1.

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 03 30 00 94 Ottawa Street CAST-IN-PLACE CONCRETE Summerside, PE Page 1 of 5

PART 1 General


1.2 REFERENCE STANDARDS

Conform to the latest issues of the following standards, amendments and supplements except where otherwise stated in the project documents:


.1 CSA-A23.1, Concrete Materials and Methods of Concrete Construction.

.2 CSA-A23.2, Methods of Test for Concrete.

.3 CSA-A23.3, Design of Concrete Structures.

.4 CSA A3000, Cementitious Materials Compendium.

.2 American Society for Testing and Materials (ASTM).

.1 ASTM C 156, Test Method for Water Retention by Concrete Curing Materials.

.2 ASTM C 260, Specification for Air-Entraining Admixtures.

.3 ASTM C 309, Standard Specification for Liquid Membrane-Forming Compounds for Concrete.

.4 ASTM C 494, Specification for Chemical Admixtures for Concrete.

.3 American Concrete Institute

.1 ACI 117, Standard Tolerances for Concrete Construction and Materials.

.2 ACI 202R, Guide to Durable Concrete.

.3 ACI 305, Hot Weather Concreting.

.4 Canadian General Standards board (CGSB)

.1 CAN/CGSB – 25.20 Surface Sealer for Floors

.5 Conflicts between the specifications, codes and standards shall be resolved by the Engineer in the best interest of the project.

.6 Concrete quality will be assessed by the Engineer in accordance with CSA A23.2-00, Methods of Test for Concrete.

1.3 PERFORMANCE REQUIREMENTS

.1 Product quality and quality of work in accordance with Section 01 61 00 – Common Product Requirements.

.2 Submit written declaration that components used (curing and sealing compounds) are compatible and will not adversely affect finished flooring products and their installation adhesives.

1.4 PRODUCT DATA

.1 Submit product data in accordance with Section 01 33 00 – Submittal Procedures.

.2 Submit WHMIS MSDS-Material Data Sheets for concrete floor treatment materials. Indicate VOC content.


.3 Include application requirements for concrete floor finishing treatments products.

PART 2 Products

2.1 MATERIALS

.1 Cement type shall be:

.1 Normal Portland Type 10 meeting the requirements of CSA Standard A5. Silica fume shall be added to the mixture at a rate of 7.5% by mass of the Portland cement.

.2 TER C3 or Low Alkali Silica Fume blended cement may be used in lieu of the Normal Portland cement and silica fume.

.2 Water

.1 Water used in mixing and curing concrete shall be fresh, clean, potable and free of injurious amounts of contaminants and chemicals. Recycled wash water from concrete plants shall not be used.

.3 Aggregates

.1 Only concrete aggregate that have a historical record of usage in a similar environment as the tanks shall be used in the work.

.1 The aggregate shall conform to CSA A23.1 and with this specification.

.2 The contractor at his own expense shall provide the necessary certification that the aggregate meets the requirements of this specification. No change in aggregate source shall be made without the prior approval of the Engineer.

.4 Chemical Admixtures

.1 Admixtures for concrete shall conform to ASTM C260 – 86.

.2 All concrete supplied by the contractor shall be air-entrained and contain such other admixtures as required by these specifications.

.3 A water-reducing admixture shall be used in all concrete mixtures containing Normal Type 10 cement and may be used in concrete mixtures with Ternary blended cement in addition to the superplasticizer, which must be use.

.4 Chloride base admixtures shall not be used.

.5 The contractor shall provide certification that all admixtures proposed for use are compatible with the Portland cement when used in the proposed combinations.

.5 Curing Compounds

.1 Select high solids, water-based, low VOC curing compounds.

.2 Prior to ordering materials confirm curing compound used is compatible with sealing compound and required floor finishing products and their installation adhesives as applicable.

.3 Install curing compounds in accordance with manufacturer’s written instructions.

.6 Sealing Compounds

.1 Refer to Material Schedule on Drawing A9 for acceptable sealing compound products.

.2 Prior to ordering materials confirm sealing compounds used are compatible with curing compound and required floor finishing products and their installation adhesives as applicable.


.3 Apply sealing compounds in accordance with Sealer Manufacturer’s written

instructions.

2.2 CONCRETE MIXTURES

.1 Mixture Proportions

.1 All concrete mixture proportions shall be designed in accordance with CSA A23.1.

.2 Normal density concrete to be used for suspended slabs, 150mm slabs on grade, and 200 mm foundation walls, in accordance with:

.1 Cement: Type 10 Portland cement.

.2 Minimum compressive strength at 28 days: 35 MPa.

.3 Minimum cement content: 385 kg/m3 of concrete.

.4 Class of exposure: F1.

.5 Nominal size of coarse aggregate: 20mm.

.6 Slump at time and point of discharge: 80 to ±20mm.

PART 3 Execution 3.1 GENERAL

.1 Perform all cast-in-place concrete work in accordance with A23.1, as specified in these specifications and in accordance with the manufacturer’s literature for proprietary products.

.2 The contractor shall maintain daily and accurate records of all concrete placed in the

work, indicating date, time of batching, time and location of placement, concrete quantity and proportions, concrete temperature and records of samples taken. These records shall be available to the Engineer on a daily basis.

3.2 WORKMANSHIP

.1 The contractor shall submit for approval of the Engineer, concrete mixture proportions,

placement procedures and equipment to be used. .2 The concrete placement temperatures shall be in accordance with CSA A23.1 for the size

and thickness of section under construction.

.3 The minimum cover over the reinforcing steel shall be as shown on the drawings.

3.3 CONSTRUCTION JOINTS

.1 Construction joints shall comply with CSA A23.1 for the type of joint specified unless otherwise shown on the drawings and in this specification.

.2 Joints may be used for the convenience of the contractor with the approval of the

Engineer. Any such joints shall include a water stop. 3.4 BONDING FRESH CONCRETE TO HARDENED CONCRETE

.1 All new concrete shall be well bonded to the surface of the base concrete. To facilitate the bond, the surface of the base concrete shall be coated with a 1:1 cement/sand grout slurry immediately prior to placing new concrete. The concrete surface shall be saturated


with water and all standing water shall be removed prior to applying the cement/sand slurry. The new concrete shall be placed prior to stiffening of the slurry.

3.5 FINISHING

.1 Concrete shall be finished in accordance with CSA A23.1 and in accordance with this specification.

.2 For unformed exposed surfaces, the finish shall be by hand or power float. The surface

tolerance shall be as follows: .1 Abrupt irregularities – 2mm

.2 Gradual irregularities – 4mm .3 Bugholes and pits maximum 12mm diameter

.4 Maximum surface pits 1 per 0.1m2.

3.6 CURING .1 Curing shall be in accordance with CSA A23.1.

.2 Freshly placed concrete shall be protected from drying and extremes of temperature. After the concrete has hardened sufficiently to avoid damage, it shall be suitably and adequately protected from shock and impact, temperature extremes and loss of moisture. Concrete containing silica fume shall be cured immediately after strike-off and floating by fog misting to prevent plastic cracking.

.3 The exposed surfaces of freshly placed concrete shall be kept in a continuously moist

condition for a period of 7-days by the use of absorbent mats or burlap which shall be wetted down as required to prevent any dry areas on the concrete surface.

.4 In areas where appropriate, the Engineer may allow the use of high solids water based curing compounds.

3.7 INSERTS AND EMBEDDED STEEL

.1 The contractor shall place embedded parts and assemblies in accordance with CSA A23.1. The embedded parts shall be carefully positioned and placed securely.

.2 The contractor shall not eliminate or displace reinforcement to accommodate embedded

fixtures. Any modifications shall be at the discretion of the Engineer. .3 All items to be embedded in the concrete shall be clean and free of oil films, rust, dirt or

other deleterious substances which affect bond.

3.8 PATCHING AND REPAIR

.1 Patching and repair of new concrete in defective areas or where embedded fixtures for construction purposes are present shall be repaired in accordance with CSA A23.1 except where otherwise stated.

.2 Concrete surfaces found to be defective upon removal of the forms shall not be repaired

until the Engineer has examined them.

.3 The Contractor shall commence all permitted repairs within 48 hours of the examination by the Engineer.

.4 In general, all repairs shall be conducted using similar concrete to that of the parent concrete. Bonding agents acceptable to the Engineer shall be used in all repairs.


.5 Repair patches or replacement concrete shall be cured for the same length of curing

period as the base concrete.

.1 Immediately prior to application of the mortar or concrete, the surface shall be blown with air jets to remove free water.

.2 The mortar or concrete surface shall then be rubbed thoroughly with clean burlap or other approved methods so as to fill all the voids.

.3 While the mortar in the voids is still plastic, the surface shall be sack rubbed with a mix of the same proportions and materials except that no water shall be used.

.4 The final rubbing shall be performed in a manner which assures that the voids are filled and left flush with the surface of the surrounding concrete.

.6 Cracks which develop in the new concrete and which are considered by the Engineer to

lessen the durability of the work shall be repaired by grout injection at no extra cost to the contract. The type of grout to be used shall be determined by the Engineer based on durability and placing considerations.

3.9 FIELD QUALITY CONTROL

.1 The Contractor in accordance with CSA A23.1 and A23.2, will carry out inspection and testing of concrete and concrete materials. Standard test cylinders of 4x8 inches shall be used. The contractor shall provide the necessary facilities for taking and storing the cylinders. The cylinders must be collected and returned to the testing laboratory within 24 hours.

.2 If defects are revealed, the contractor shall perform additional inspection and/or testing to

ascertain the full extent of the non-conforming materials. This additional inspection and testing shall be performed at the contractor’s expense.

.3 Non-destructive testing shall be performed in accordance with CSA A23.2 or as directed

by the Engineer. Only personnel experienced in non-destructive testing and interpretation of the results shall be employed to perform non-destructive testing.

END OF SECTION


94 Ottawa Street ROUGH CARPENTRY


Part 1 General

1.1 REFERENCES

.1 American Society for Testing and Materials (ASTM)

.1 ASTM D1761-00, Standard Test Methods for Mechanical Fasteners in Wood.


.1 CAN/CGSB-71.26-M88, Adhesive for Field-Gluing Plywood to Lumber Framing.


.1 CSA B111-1974, Wire Nails, Spikes and Staples.

.2 CSA O112 Series-M1977, CSA Standards for Wood Adhesives.

.3 CSA O121-M1978, Douglas Fir Plywood.

.4 CAN/CSA-O141-91, Softwood Lumber.

.5 CSA O151-M1978, Canadian Softwood Plywood.

.6 CSA O153-M1980, Poplar Plywood.

.7 CAN/CSA-O325.0-92 (R1988), Construction Sheathing.

.4 National Lumber Grades Authority (NLGA)

.1 Standard Grading Rules for Canadian Lumber 2000.


.1 Lumber by grade stamp of an agency certified by Canadian Lumber Standards Accreditation Board.

.2 Plywood, panels in accordance with CSA and ANSI standards. No particle board or OSB panels to be used in project.

Part 2 Products

2.1 FRAMING AND STRUCTURAL MATERIALS

.1 Lumber: unless specified otherwise, softwood, S4S, moisture content 19% (S-dry) or less in accordance with following standards:

.1 CAN/CSA-O141.

.2 NLGA Standard Grading Rules for Canadian Lumber.

.2 Structural Composite Lumber (SCL) in accordance with ASTM D5456.

.1 Framing and board lumber: in accordance with NBC.

.3 Furring, blocking, nailing strips, grounds, rough bucks, cants, curbs, fascia backing and sleepers:

.1 Board sizes: "Standard" or better grade.

.2 Dimension sizes: "Standard" light framing or better grade.

.3 Post and timbers sizes: "Standard" or better grade.




2.2 PANEL MATERIALS

.1 Plywood, to CAN/CSA-O325.0.

.2 Douglas fir plywood (DFP): to CSA O121, standard construction.

.3 Canadian softwood plywood (CSP): to CSA O151, standard construction.

.4 Exterior grade cement board to ASTM C 1325 and ANSI A118.9.

.5 Sealants: 07 92 10 – Joint Sealers.

.6 General purpose adhesive: to CSA O112 Series.

.7 Nails, spikes and staples: to CSA B111.

.8 Bolts: 12.5mm diameter unless indicated otherwise, complete with nuts and washers.

.9 Proprietary fasteners: toggle bolts, expansion shields and lag bolts, screws and lead or inorganic fibre plugs, explosive actuated fastening devices, recommended for purpose by manufacturer.

.10 Nailing discs: flat caps, minimum 25mm diameter, minimum 0.4mm thick, sheet metal, formed to prevent dishing. Bell or cup shapes not acceptable.

2.3 FASTENER FINISHES

.1 Galvanizing: to CAN/CSA-G164, use galvanized fasteners for exterior work pressure-preservative treated lumber.

.2 Stainless steel: use stainless steel alloy.

Part 3 Execution

3.1 PREPARATION

.1 Store wood products in accordance with Section 01 61 00 – Common Product Requirements.

3.2 INSTALLATION

.1 Comply with requirements of National Building Code of Canada (NBCC) supplemented by following paragraphs.

.2 Install members true to line, levels and elevations, square and plumb.

.3 Construct continuous members from pieces of longest practical length.

.4 Install spanning members with "crown-edge" up.

.5 Select exposed framing for appearance. Install lumber and panel materials so that grade-marks and other defacing marks are concealed or are removed by sanding where materials are left exposed.

.6 Install furring and blocking as required.




.7 Install rough bucks, nailers and linings to rough openings as required to provide backing for frames and other work.

.8 Install wood cants, fascia backing, nailers, curbs and other wood supports as required and secure using galvanized steel fasteners.

.9 Install sleepers as indicated.

.10 Use dust collectors and high quality respirator masks when cutting or sanding wood panels.

3.3 ERECTION

.1 Frame, anchor, fasten, tie and brace members to provide necessary strength and rigidity.

.2 Countersink bolts where necessary to provide clearance for other work.

END OF SECTION


94 Ottawa Street ARCHITECTURAL WOODWORK


Part 1 General

1.1 REFERENCES

.1 Architectural Woodwork Manufacturers Association of Canada (AWMAC)

.1 AWMAC Quality Standards for Architectural Woodwork, AWS Latest Edition.


.1 CAN/CGSB-71.20-M88, Adhesive, Contact, Brushable.

.3 Canadian Standards Association (CSA) Current Edition

.1 CSA B111-74, Wire Nails, Spikes and Staples.

.2 CSA O112.4-M1977, Standards for Wood Adhesives.

.3 CSA O112.5-Series-M-1977, Urea Resin Adhesives for Wood (Room- and High-Temperature Curing).

.4 CSA O112.7-Series M-1977, Resorcinol and Phenol-Resorcinol Resin Adhesives for Wood (Room- and Intermediate-Temperature Curing).

.5 CSA O115-M1982, Hardwood and Decorative Plywood.

.6 CSA O121-M89, Douglas Fir Plywood.

.7 CAN/CSA O141-91 Softwood Lumber.

.8 CSA O151-M1978, Softwood Plywood.

.9 CSA O153-M1980, Poplar Plywood.

.4 Environmental Choice Program (EPC)

.1 ECP-44-92, Adhesives.

.2 ECP-45-92, Sealants and Caulking Compounds.

.3 ECP-76-98, Surface Coatings.

.5 National Lumber Grades Authority (NLGA)

.1 Standard Grading Rules for Canadian Lumber, 2000.

1.2 SHOP DRAWINGS

.1 Submit shop drawings to local AWMAC Chapter office for review prior to submission to the Architect. Revise shop drawings if required by local AWMAC Chapter prior to submission to the Architect. Provide three copies of local AWMAC Chapter’s comments to Architect at time of submission of shop drawings.

.2 Indicate details of construction, profiles, jointing, fastening and other related details.

.3 Indicate materials, thicknesses, finishes and hardware.

.4 Submit layout drawings and complete product information.

.5 Indicate locations of service outlets in casework, typical and special installation conditions, and connections, attachments, anchorage and location of exposed fastenings. Include all cabinet hardware attachments to the cabinet.

.6 Submit use and care information into product data manual.

.7 Indicate any closure material between wall and cabinetry, scribed to the wall surface.




.8 Submit to Architect the number of sets of shop drawings required to be returned plus two (2) sets which will be retained. Indicate:

.1 Dimensioned plans, elevations, and cross sections of each bank of casework at minimum ¼” – 1” – 0” scale or metric equivalent. Show all service fittings and fixtures.

.2 Details of casework construction and joinery at minimum 3” – 1” – 0” scale or metric equivalent.

.9 Allow 10 days for review.

1.3 SUBMITTALS

.1 Make submissions in accordance with Section 01 33 00 – Submittal Procedures.


.1 Manufacturer to:

.1 Have minimum ten years’ experience in the manufacture of custom wood casework.

.2 Installer to:

.1 Be approved by the manufacturer.

.2 Have minimum ten years’ experience in the installation of custom wood casework and work surfaces.

.3 Provide evidence of experience and references at time of submission of shop drawings.

.3 Perform Work in accordance with AWMAC / AWS Custom Grade quality.

.4 Casework to be manufactured and installed to specified AWMAC Quality Standards and be inspected at the plant and/or site by an inspector of the local AWMAC Chapter.

.5 Inspection costs of local AWMAC Chapter to be included in the Work of this Section.

.6 Make manufacturing facility, testing facility, and quality control procedures available for local AWMAC Chapter and Architect’s inspection.

.7 Work that does not meet AWMAC Quality Standards to be replaced, reworked and/or refinished at no additional cost to the Owner, and to the satisfaction of local AWMAC Chapter and Architect.

1.5 MOCK-UPS

.1 Construct mock-ups in accordance with Section 01 45 00 - Quality Control.

.2 Shop prepare one base cabinet unit, wall cabinet, counter top, and shelving unit complete with hardware and shop applied finishes, and install on project in designated location.

.3 Allow 24 hours for inspection of mock-up by Consultant before proceeding with this work.

.4 When accepted, mock-up will demonstrate minimum standard for this work. Mock-up may remain as part of finished work.




1.6 DELIVERY, STORAGE, AND HANDLING

.1 Deliver, handle, store and protect materials of this section in accordance with Section 01 61 00 - Common Product Requirements.

.2 Protect millwork against dampness and damage during and after delivery. Refer AWMAC AWS Manual Section 2.4.1.

.3 Store millwork in ventilated areas, protected from extreme changes of temperature or humidity. Refer AWS Manual, Section 2 for compliance.

1.7 WASTE MANAGEMENT AND DISPOSAL

.1 Separate and recycle waste materials.

.2 Do not burn scrap at the project site.

.3 Fold up metal banding, flatten, and place in designated area for recycling.

.4 Do not leave waste materials in bases or other concealed spaces.

.5 Remove all waste and excess materials from the site following installation.

1.8 WARRANTY

.1 Architectural woodwork shall be manufactured and/or installed to the current AWMAC Architectural Woodwork Standards and shall be subject to an inspection at the plant and/or site by an appointed AWMAC Certified Inspector. Inspection costs shall be included in the tender price for this project. (Contact your local AWMAC Chapter for details of inspection costs). Shop drawings shall be submitted to the AWMAC Chapter office for review before work commences. Work that does not meet the AWMAC Architectural Woodwork Standards, as specified, shall be replaced, reworked and/or refinished by the architectural woodwork contractor, to the approval of AWMAC, at no additional cost to the Owner.

.2 If the woodwork contractor is an AWMAC Manufacturer member in good standing, a two (2) year AWMAC Guarantee Certificate will be issued. The AWMAC Guarantee shall cover replacing, reworking and/or refinishing any deficient architectural woodwork due to faulty workmanship or defective materials supplied and/or installed by the woodwork contractor, which may appear during a two (2) year period following the date of issuance.

.3 If the woodwork contractor is not an AWMAC Manufacturer member prior to tender closing date they shall provide the Owner with a two (2) year maintenance bond, in lieu of the AWMAC Guarantee Certificate, to the full value of the architectural woodwork contract.

Part 2 Products

2.1 ENVIRONMENTAL

.1 Wood based products to come from FSC Certified Wood sources. Materials to be designated “certified wood.”

.2 Composite wood products not to contain added urea formaldehyde resin binders, to NuGreen certified or equivalent standard.




.3 Adhesives and sealants to meet the VOC and chemical component limit requirements of AQMD Regulation XI, Rule 1168.

2.2 CABINET HARDWARE

.1 Cabinet hardware:

.1 Hinges: concealed, self-closing

Standard of Acceptance:

.1 Blum Clip or Hettich w/ 107 deg opening Inserta 71M

.2 Amerock System 4000.

.2 Pulls:

.1 Richelieu #39660195 – Matte Nickel.

.3 Drawer Slides:

.1 Full extension

Standard of Acceptance:

DS Pro #DSPRO00100 or approved equal.

.4 Cable Entry Plugs

.1 Richelieu 76090 – Black.

.5 Coat Hooks: Surface Mount to soffit

.1 Richelieu 6215.

.6 Levelling Glides for loose Benches:

.1 1 ¼” Diameter pivoting foot on side mount bracket:

Lee Valley Product No. 01S08.01.

2.3 DESCRIPTION OF CUSTOM GRADE CASEWORK

.1 General:

.1 Carefully and thoroughly air dry all woods, then dry in humidity controlled kilns to moisture content of 4.5%. Temper kiln dried lumber to a moisture content of 6% before use. Maintain moisture content throughout production.

.2 Materials:

.1 NuGreen 2 Particle Board (or approved equiv.) with MCP, minimum ¾” thickness or as indicated, no added urea formaldehyde resins, utilizing 100% recycled wood fibre. Finished as indicated on drawings.

.1 LPDL for semi-exposed surfaces: MCP 120g thickness.

.2 Plastic laminate: HPDL-General purpose.

.2 Hardwood lumber: to AWMAC QSI Grade II.

.3 Plywood: DFP G1S.

.4 Dowels: fluted hardwood, 3/8”.

.5 Nails and staples: to CSA B111 plain finish.

.6 Mechanical fasteners: material, size and type to suit application.

.7 Glazing: tempered safety glass; clear, ¼” thick.

.8 Sealants: Eco-Logo Certified, VOC content less than 5% by weight, silicone, colour to Architect’s later selection.

.9 Adhesives and sealant primers: low VOC content.

.3 Hardware:




.1 Note all Cabinet Hardware to be supplied and installed by Section 06 40 00 – Architectural Woodwork.

2.4 FABRICATION - GENERAL

.1 Fabricate casework to AWMAC / AWS Custom Grade for LPDL (MCP) finish, unless otherwise noted.

.2 Exposed parts, semi-exposed parts, and concealed surfaces: as defined by AWMAC AWS, 400-G3, except as follows:

.1 Backs in open cabinets without drawers or doors or with glass doors are exposed.

.2 Sides of all cabinets are exposed, even if abutting another cabinet.

.3 Cabinet style: Flush Overlay.

.4 Construct casework of NuGreen (or approved equal), P.B. Core unless otherwise noted in this Section or in AWMAC QSI Table 400-G-8, and except as follows:

.1 Exposed backs: NuGreen PB with LPDL (MCP) to match exposed gables.

.5 Construct semi-exposed parts, not including drawer bodies and backs of flush doors, of NuGreen PB with LPDL-MCP finished Material unless otherwise noted.

.6 Construct casework to support and enable secure attachments of work surfaces.

.7 Grain direction for doors, drawers, gables, ends and fillers: vertical, crowns of cathedral grain to point up and sequenced to AWMAC QSI custom Grade.

.8 Edge treatment of exposed and semi-exposed panels: 3mm PVC colour matched to panels unless noted otherwise.

.9 Cabinet doors and drawer fronts: NuGreen PB LPDL (MCP) c/w colour matched 3mm PVC edge banding.

.10 Underside of wall cabinets: Type A, flush.

.11 Drawer body dovetail or lock joint drawer system or equal, refer to drawings.

.12 Drawer bottoms: minimum thickness 5/8” NuGreen PB with LPDL-MCP finish.

.13 Drawer construction: .12 mm thick Baltic Birch drawer box c/w chemical resistant finish and 19 mm applied drawer front pilaster strips, flush mounted c/w metal shelf supports.

.14 Adjustable shelf supports: multiple 5/16” holes at 1.25”: centres in sides

.15 Joinery of case body members:

.1 Tops, exposed ends and bottoms: doweled and glued.

.2 Exposed end corner details: non-mitred joint, butt jointed glued, no visible fasteners.

.3 Anchor strips for cabinet backs less than ½” thick; 5” width, two (top and bottom) for wall cabinets and cabinets with removable backs, one (top) for base and floor cabinets.

.4 Cabinet backs, fixed; captured in grooves on cabinet sides and bottom, securely fastened.




.5 Cabinet backs, removable; mechanically fastened top and bottom to anchor strips with screws and finish washers.

.16 Provide top and bottom fillers and corner fillers for wall cabinets.

.17 Where necessary to cut and fit on site provide materials with ample allowance for cutting. Provide trim for scribing and site cutting.

.18 Shop prepare and identify components of assemblies for matching during site assembly.

.19 Toe-kick: ¾” DF Plywood continuous fixed to receive floor base by other trades except where noted otherwise.

.20 Shelves:

.1 Adjustable unless noted otherwise.

.2 To support load of 50 lb/ft2 based on surface area of shelf.

.3 Full depth in open units and ¾” less than cabinet depth in closed units.

.4 Shelves less than 36” wide; ¾” thick.

.5 Shelves between 36” and 42” wide; 1’ thick.

.6 Shelves wider than 42” min.; 1” thick.

.21 Hinges: two per leaf on doors up to 36” in height, three per leaf on doors more than 36” high. Hinges as specified in Section 08 71 50.

.22 Pulls: as indicated. Locks as specified in Section 08 71 50.

.23 Provide lockable doors and drawers on selected units where indicated on the drawings.

.24 Shop assemble for delivery to site in size easily handled and to ensure passage through building openings. Shop install hardware.

.25 Provide fillers of same material as Casework, where necessary to fill voids between casework and between casework and walls.

.26 Provide free standing units securely anchored. Provide support framing and anchorage for ceiling hung units.

.27 Provide cutouts for service fittings and fixtures.

.28 Cover finished laminated plastic veneered surfaces with heavy kraft paper or put in cartons during shipment.

Part 3 Execution

3.1 INSTALLATION

.1 Do architectural woodwork to Quality Standards of the Architectural Woodwork Manufacturers Association of Canada (AWMAC), except where specified otherwise.

.2 Install prefinished millwork at locations shown on drawings. Position accurately, level, plumb straight.

.3 Fasten and anchor millwork securely. Provide heavy duty fixture attachments for wall mounted cabinets.




.4 Use draw bolts in countertop joints.

.5 Scribe and cut as required to fit abutting walls and to fit properly into recesses and to accommodate piping, columns, fixtures, outlets or other projecting, intersecting or penetrating objects.

.6 At junction of counter, back splash and adjacent wall finish, apply small bead of sealant.

.7 Apply water resistant building paper over wood framing members in contact with masonry or cementitious construction.

.8 Fit hardware accurately and securely in accordance with manufacturer's written instructions.

3.2 SEALANT

.1 Apply small bead of sealant at junction of cabinets and adjacent wall finish.

3.3 CLEANING

.1 Clean millwork and [cabinet work inside cupboards and drawers and outside surfaces.

.2 Remove excess glue from surfaces.

3.4 PROTECTION

.1 Protect existing millwork from damage by other work of this Contract.

END OF SECTION

Recladding & Reroofing – Electric Service Building Section 07 26 00

94 Ottawa Street SHEET VAPOUR RETARDERS


Part 1 General

1.1 REFERENCES


.1 CAN/CGSB-51.34, Vapour Barrier, Polyethylene Sheet, for Use in Building Construction.

Part 2 Products

2.1 SHEET VAPOUR BARRIER

.1 Polyethylene film: to CAN/CGSB-51.34, 0.15mm thick.

2.2 ACCESSORIES

.1 Joint sealing tape: air resistant pressure sensitive adhesive tape, type recommended by vapour barrier manufacturer, 50mm wide for lap joints and perimeter seals, 25mm wide elsewhere.

.2 Sealant: To Section 07 92 10 - Joint Sealers.

.3 Staples: minimum 6mm leg.

Part 3 Execution

3.1 INSTALLATION

.1 Ensure services are installed and inspected prior to installation of retarder.

.2 Install sheet vapour retarder on warm side of exterior wall, ceiling, and floor assemblies prior to installation of gypsum board to form continuous retarder.

.3 Use sheets of largest practical size to minimize joints.

.4 Inspect for continuity. Repair punctures and tears with sealing tape before work is concealed.

3.2 EXTERIOR SURFACE OPENINGS

.1 Cut sheet vapour retarder to form openings and ensure material is lapped and sealed to frame.

3.3 PERIMETER SEALS

.1 Seal perimeter of sheet vapour barrier as follows:

.1 Apply continuous bead of sealant to substrate at perimeter of sheets.

.2 Lap sheet over sealant and press into sealant bead.

.3 Install staples through lapped sheets at sealant bead into wood substrate.

.4 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring in sheet over sealant.

3.4 LAP JOINT SEALS

.1 Seal lap joints of sheet vapour barrier as follows:


94 Ottawa Street SHEET VAPOUR RETARDERS


.1 Attach first sheet to substrate.

.2 Apply continuous bead of sealant over solid backing at joint.

.3 Lap adjoining sheet minimum 150mm and press into sealant bead.

.4 Install staples through lapped sheets at sealant bead into wood substrate.

.5 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples occurring in sheet over sealant.

END OF SECTION


94 Ottawa Street AIR BARRIERS - DESCRIPTIVE OR PROPRIETARY


Part 1 General


.1 Materials and installation methods providing primary air/vapour barrier materials and assemblies.

.2 Air/vapour barrier materials to provide continuous seal between components of building envelope and building penetrations.


.1 Section 01 33 00 – Submittal Procedures.

.2 Section 01 51 00 – Temporary Utilities.

.3 Section 01 61 00 – Common Product Requirements.

.4 Section 07 92 10 - Joint Sealers.

1.3 REFERENCES


.1 CAN/CGSB-19.13M-M87, Sealing Compound, One Component, Elastomeric Chemical Curing.

.2 CAN/CGSB-19.18M-M87, Sealing Compound, One Component, Silicone Base Solvent Curing.

.3 CAN/CGSB-19.24M-M90, Multi-Component, Chemical Curing Sealing Compound.

.4 CGSB 19-GP-14M-76, Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing.

.2 NBCC 1995; Part 5 - Environmental Separation

.3 Sealant and Waterproofer's Institute - Sealant and Caulking Guide Specification.

.4 ASTM E 2357/E 21 78: Standard Test Method for Determining Air Leakage of Air Barrier Assemblies.

1.4 SUBMITTALS

.1 Submit manufacturers product data sheets in accordance with Section 01 33 00 - Submittal Procedures.


.1 Perform Work in accordance with Sealant and Waterproofer's Institute - Sealant and Caulking Guide Specification requirements for materials and installation.

.2 Perform Work in accordance with National Air Barrier Association - Professional Contractor Quality Assurance Program and requirements for materials and installation.

.3 Maintain one copy of documents on site.




1.6 QUALIFICATIONS

.1 Applicator: Company specializing in performing work of this section with minimum 5 years documented experience with installation of air/vapour barrier systems. Completed installation must be approved by the material manufacturer. .

1.7 DELIVERY, STORAGE AND HANDLING

.1 Deliver, store and handle materials in accordance with Section 01 61 00 - Common Product Requirements.

.2 Deliver, store and handle materials in accordance with manufacturer’s written instructions.

.3 Avoid spillage. Immediately notify Consultant if spillage occurs and start clean up procedures.

.4 Clean spills and leave area as it was prior to spill.

1.8 PROJECT ENVIRONMENTAL REQUIREMENTS

.1 Do not install solvent curing sealants or vapour release adhesive materials in enclosed spaces without ventilation.

.2 Ventilate enclosed spaces in accordance with Section 01 51 00 - Temporary Utilities.

.3 Maintain temperature and humidity recommended by materials manufactures before, during and after installation.

1.9 SEQUENCING

.1 Sequence work to permit installation of materials in conjunction with related materials and seals.

1.10 WARRANTY

.1 For sealant and sheet materials the 12 months warranty period prescribed in subsection GC 32.1 of General Conditions "C" is extended to 24 months.

.2 Warranty: Include coverage of installed sealant and sheet materials which fail to achieve air tight and watertight seal, exhibit loss of adhesion or cohesion, or do not cure.

Part 2 Products

2.1 MEMBRANES

.1 Transition membrane (Self-Adhering): a SBS modified bitumen, self-adhering sheet membrane complete with a cross-laminated polyethylene film. Membrane shall have the following physical properties:

.1 Thickness: 1.0mm (40 mils);

.2 Air leakage: <0.005 L/s0m² @ 75 Pa to ASTM E283-91;

.3 Water vapour permeance: 2.8 ng/Pa.m².s (0.05 perms) to ASTM E96;

.4 Low temperature flexibility: -300C to CGSB 37-GP-56M;




.5 Elongation: 200% to ASTM D412-modifed. Standard of Acceptance: Bakor BlueSkin SA Low-Temp or Sopraseal 1100T

.2 Through-wall flashing membrane and dampproof course (Self-Adhering): a SBS modified bitumen, self-adhering sheet membrane complete with a cross-laminated polyethylene film, having the following physical properties:

.1 Colour: Yellow

.2 High temperature stability: 110C min. to ASTM D5147 (resistance to flow);

.3 Puncture Resistance (film); 596N minimum to ASTM E154;

.4 Tear Resistance (film); 213N MD; to ASTM D1004

.5 Air leakage: <0.005 L/s0m² @ 75 Pa to ASTM E283-91;

.6 Water vapour permeance: 2.8 ng/Pa.m².s (0.05 perms) to ASTM E96;

.7 Low temperature flexibility: -30°C to CGSB 37-GP-56M. Standard of Acceptance: Bakor BlueSkin TWF or Sopraseal WFM

.3 Poly Olefin Self-Adhesive Water-Resistive Air Barrier Membrane:

Standard of Acceptance: Field Membrane: Blueskin VP 160 w/ VP100 as the transition

2.2 PREPARATION

.1 All surfaces must be sound, dry, clean and free of oil, grease, dirt, excess mortar or other contaminants. Fill spalled areas in substrate to provide an even plane.

.2 New concrete should be cured for a minimum of 14 days and must be dry before air barrier membranes are applied.

.3 Joints wider than 6mm between panels of rigid insulation are not permitted.

.4 Cracks in masonry and concrete up to 6mm wide shall be filled with a trowel application of Air Barrier and allowed to cure overnight prior to the application of the liquid membrane to the surface, alternatively, the cracks may be sealed with a strip of transition membrane applied to the substrate.

.5 Cracks in masonry and concrete wider than 6mm wide shall be sealed with a strip of Transition membrane lapped a minimum of 75mm on both sides of the crack.

2.3 PRIMER FOR TRANSITION AND THROUGH-WALL FLASHING MEMBRANE (SELF-

ADHERING TYPE ONLY)

.1 Apply primer for self-adhering membranes at rate recommended by manufacturer.

.2 Apply primer to all areas to receive transition sheet and or through-wall flashing membrane as indicated in drawings by roller or spray and allow minimum 30 minute open




time. Primed surfaces not covered by transition membrane or through-wall flashing membrane during the same working day must be re-primed.

2.4 TRANSITION MEMBRANE (SELF-ADHERING TYPE)

.1 Align and position self-adhering transition membrane, remove protective film and press firmly into place. Ensure minimum 50mm overlap at all end and side laps.

.2 Tie-in to window frames, aluminium screens, hollow metal doorframes, spandrel panels, roofing system and at the interface of dissimilar materials as indicated in drawings

.3 Promptly roll all laps and membrane with a counter top roller to effect seal.

.4 Ensure all preparatory work is complete prior to applying Air-Barrier.

2.5 POLYOLEFIN AIR BARRIER – SELF ADHESIVE

.1 Install self-adhesive barrier to manufacturer’s instructions including the use of sealants as recommended.

.2 Intent is self-adhesive air barrier be used on Fibre Mat Sheathing as part of a masonry cavity wall assembly.

2.6 INSPECTION

.1 Notify consultant when sections of work are complete so as to allow for review prior to installing insulation.

2.7 PROTECTION OF FINISHED WORK

.1 Air Barrier membranes are not designed for permanent exposure. Good practice calls for covering as soon as possible.

Part 3 Execution

3.1 EXAMINATION

.1 Verify that surfaces and conditions are ready to accept the Work of this section.

.2 Ensure all surfaces are clean, dry, sound, smooth, continuous and comply with air barrier manufacturer=s requirements.

.3 Report any unsatisfactory conditions to the Consultant in writing.

.4 Do not start work until deficiencies have been corrected. Commencement of Work implies acceptance of conditions.

3.2 PREPARATION

.1 Remove loose or foreign matter which might impair adhesion of materials.

.2 Ensure all substrates are clean of oil or excess dust; all masonry joints struck flush, and open joints filled; and all concrete surfaces free of large voids, spalled areas or sharp protrusions.




.3 Ensure all substrates are free of surface moisture prior to application of self-adhesive membrane and primer.

.4 Ensure metal closures are free of sharp edges and burrs.

.5 Prime substrate surfaces to receive adhesive and sealants in accordance with manufacturer's instructions.

3.3 INSTALLATION

.1 Install materials in accordance with manufacturer's instructions.

3.4 PROTECTION OF WORK

.1 Protect finished Work in accordance with Section 01 61 00 - Common Product Requirements.

.2 Do not permit adjacent work to damage work of this section.

.3 Ensure finished Work is protected from climatic conditions.

END OF SECTION


94 Ottawa Street METAL SIDING


Part 1 General


.1 Requirements for the installation of preformed metal cladding/siding.


.1 Section 01 33 00 - Submittal Procedures.

.2 Section 01 74 11 - Cleaning.

.3 Section 07 92 10 - Joint Sealers.

1.3 REFERENCES

.1 American National Standards Institute (ANSI).

.1 ANSI B18.6.4-99, Thread Forming and Thread Cutting Tapping Screws and Metallic Drive Screws.


.1 CSA B111-1974(R2003), Wire Nails, Spikes and Staples.

1.4 SUBMITTALS

.1 Shop Drawings:

.1 Submit shop drawings in accordance with Section 01 33 00 - Submittal Procedures.

.2 Indicate dimensions, profiles, attachment methods, schedule of wall elevations, trim and closure pieces, soffits, fascia, metal furring, and related work.

.2 Samples:

.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit duplicate 300x300mm samples of siding material, of colour and profile specified.

.3 Manufacturer's Instructions:

.1 Submit manufacturer's installation instructions.

Part 2 Products

2.1 METAL WALL SYSTEM

.1 Sub-girts: as required with system.

.2 Steel cladding

.1 Fabricated from galvanized sheet steel conforming to ASTM A653M Grade 230 or A2150 Galvallume.

.2 Standard of acceptance:


94 Ottawa Street METAL SIDING


Vic West- Diamond Rib Color to be selected by architect from standard colors.

2.2 ACCESSORIES

.1 Exposed trim: outside corners, drip cap, partition mouldings of same material, colour and gloss as cladding, with fastener holes pre-punched.

2.3 CAULKING

.1 Sealants: as recommended by manufacturer.

Part 3 Execution


.1 Compliance: comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

3.2 INSTALLATION

.1 Install cladding in accordance with CGSB 93.5, and manufacturer's written instructions

.2 Install continuous starter strips, corners, edgings, drip, partition mouldings and cap.

.3 Install outside corners, fillers and closure strips with carefully formed and profiled work.

.4 Maintain joints in exterior cladding, true to line, tight fitting, hairline joints.

.5 Attach components in manner not restricting thermal movement.

.6 Caulk junctions with adjoining work with sealant. Do work in accordance with Section 07 92 10 - Joint Sealers.

3.3 CLEANING

.1 Upon completion of installation, remove surplus materials, rubbish, tools and equipment barriers.

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 07 61 00 94 Ottawa Street SHEET METAL WALL PANEL & ROOFING SYSTEM Summerside, PE Page 1 of 6

PART 1 - GENERAL

1.1 SUMMARY OF SECTION

.1 As summarized and described, but not restricted to the following: .1 As noted on the drawings, remove existing metal roof assembly, insulation and wire

backing down to the existing steel structure. The existing steel purlins on sloped pre-engineered steel structure are to remain. Provide new metal building insulation and metal roofing system as described herein.

1.2 REFERENCES

.1 American Society for Testing and Materials International (ASTM): .1 ASTM A653/A653M-13, Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by the Hot-Dip Process. .2 ASTM D2244-15e1, Standard Practice for Calculation of Color Tolerances and Color

Differences from Instrumentally Measured Color Coordinates .3 ASTM E96/E96M-14, Standard Test Methods for Water Vapor Transmission of Materials

.2 Canadian Roofing Contractors Association (CRCA), Roofing Specifications Manual, latest edition.

.3 Canadian Standards Association (CSA): .1 CAN/CSA S136-12, North American Specification for the Design of Cold Formed Steel

Structural Members. .2 CAN/CSA S136.1, Commentary on North American Specification for the Design of Cold-

Formed Steel Structural Members.

.4 Health Canada/Workplace Hazardous Materials Information System (WHMIS) .1 Material Safety Data Sheets (MSDS)

.5 National Building Code of Canada (NBC), 2015

1.3 SUBMITTALS

.1 Product Data: .1 Submit manufacturer's printed product literature, including installation instructions, MSDS

sheets, specifications and data sheets.

.2 Shop Drawings: .1 Indicate arrangements of sheets and joints, types and locations of fasteners, special

shapes, ice dams and relationship of panels to sheathing/framing portions of the building. .2 Indicate gutter size gauge and fastening techniques. .3 Shop Drawings to be stamped by a structural engineer registered to practice in the

province where work is being done to confirm wind up-lift loading and snow loading criteria required for this installation.

.4 Manufacturer to confirm the ventilation code requirements with the shop drawing submittals.


.3 Samples: .1 Submit duplicate 12” x 12” (300 mm x 300 mm) samples of each sheet metal material,

indicating colour and ensuring that production is from the same colour lot to eliminate and issue with colour differentiation. Consultant will review and comment.

.2 Submit samples of roof venting detail material for review and comment.

1.4 WORK RESTRICTIONS

.1 Contractor is advised that the existing building will be occupied and operational when work on this project takes place. Contractor to verify all areas of construction are securely fenced / partitioned to ensure the health and safety of the staff is maintained during the construction period.

.2 Building exits are to be maintained clear and operational at all times. Any disruption of the use of the building and exits is to be coordinated with building officials.

.3 Contractor to ensure the least amount of noise disturbance during regular operational hours.

.4 Where work involves breaking into or connecting to existing services such as mechanical and electrical, carry out work at times with minimum disturbance to the daily operations. Provide five (5) days’ notice to the Owner prior to any interruption of existing services.

.5 Coordinate all sequencing of work with the Owner prior to the start-up of work.

.6 Hours of work in conformance with local authority having jurisdiction and to building officials.

.7 Contractor to observe and maintain professional conduct around the construction site at all times; refer to Instructions to Bidders.


.1 Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage and disposal of materials.

1.6 CONSTRUCTION WASTE PROCESSING SITE

.1 Contact local construction waste facility.

1.7 DESIGN CRITERIA

.1 Design metal panels in accordance with CSA S136 and CSA S136.1 standards.

.2 Manufacturer to be ISO – 9002 certified.

1.8 PERFORMANCE CRITERIA

.1 Design the roof system to resist regional and local snow loads, snow build up and rain load, wind load, dead load of a roof system and provide Engineered stamped drawings by an Engineer practicing within the province where the work is to be completed.


.2 Design the roof system to accommodate deflection of the roof system not to exceed 1/240th of the span for the specified live loading and to allow for thermal movements from local/regional ambient and surface temperature changes by preventing buckling, overstressing of components, failure of connections and other detrimental effects.

1.9 DELIVERY, STORAGE AND PROTECTION OF PRODUCT

.1 Comply with manufacturer’s recommendations for handling, storage and protection during installation.

.2 Protect and store materials off the ground, away from physical damage and from becoming wet, soiled or covered with ice or snow before, during and after installation.

.3 Label packages to include material name, production date and/or product code.

.4 Protect prefinished steel during fabrication transportation, site storage, and installation in accordance with CSSB1 Standards.


.1 Submit proof of Manufacturer’s ISO 9001 registration and compliance to the Department Representative.

.2 Submit proof of installer’s work that they have completed projects of this size in the past five (5) years, and that they are certified by the manufacturer to install sheet metal roofing as supplied by the manufacturer.

1.11 QUALITY CONTROL

.1 Manufacturer's Representative to attend start up prior to construction and provide three (3) unscheduled visits during the project with an additional final review. .1 Provide written reports to the Consultant for these site reviews detailing construction

process and conformance with specification.

.2 Manufacturer’s Representative must review the final installed product.

1.12 EXTENDED WARRANTY

.1 Provide roof manufacturer’s written warranty (non pro-rated) in the name of the Owner stating that roofing systems and related work will provide moisture proof service for a period of twelve (12) years from the date of substantial completion. This warranty to cover both labour and materials necessary to affect water tightness.

.2 Provide warranty on metal roofing system exterior exposure of finish. .1 Warrant the steel roofing panels and all accessories for thirty-five (35) years, against

cracking, film integrity, chipping, peeling, or colour change. .2 Colour change is defined as more than five (5) Hunter ∆E Units as determined by ASTM

method D2244.

Recladding & Reroofing - Electric Service Building Section 07 61 00 94 Ottawa Street SHEET METAL WALL PANEL & ROOFING SYSTEM Summerside, PE Page 4 of 6 PART 2 - PRODUCTS

2.1 METAL ROOF (SINGLE SKIN APPLICATION)

.1 Standard of Acceptance: TSR: System 1000 by VicWest. .1 Insulation:

.1 Metal building insulation, vinyl reinforced, polyester faced glass blanket insulation to provide RSI value of 3.52.

.2 Clip and Fastening System: .1 TSR Clip, 7-1/2” Long Purpose-made, sliding clip designed ot accommodate

expansion and contraction of the roof sheet. Made from galvanized material, thickness to suit design parameters. Provide Thermal Blocks between clips.

.3 Roof Fasteners: as specified by manufacturer, to resist wind uplift and sliding snow forces.

.4 Prefinished Roof Sheet, exposed to exterior: .1 Profile: TSR, Seamed joint at 610 mm (24”) c/c with seams a minimum of 50 mm

(2”) above the bottom of the ribbed profile. .2 Panel: Z275 galvanized (zinc coated) sheet steel conforming to ASTM A653M

structural quality, 22 ga, having a nominal core thickness of 0.76 mm (0.030”).

2.2 METAL WALL SYSTEM (SINGLE SKIN APPLICATION) .1 Sub-grits: as required with system. .2 Steel cladding:

.1 Fabricated from galvanized sheet steel confirming to ASTM A653M Grade 230 or A2150 Galvallime.

.2 Standard of acceptance. .3 Insulation:

.1 Metal building insulation, vinyl reinforced, polyester faced glass blanket insulation to provide RSI value of 3.52.

.4 Exposed trim: outside corners, drip cap, partition mouldings of same material, colour and gloss as cladding, with fastener holes pre-punched.

.5 Sealants: as recommended by roofing and wall panel manufacturer.

2.3 PANEL FINISHES

.1 Finish Coating: Prefinished with polyvinylidene fluoride, Class F25 .1 Colour selected by Consultant from full colour range. .2 Metal panels to be supplied from one colour lot to eliminate colour ariation. .3 Specular gloss: 30 units +/- 5 in accordance with ASTM D523. .4 Coating thickness: not less than 22 micrometres. .5 Resistance to accelerated weathering for chalk rating of 8, colour fade 5 units or less and

erosion rate less than 20% to ASTM D822 as follows: .1 Outdoor exposure period 2500 hours .2 Humidity resistance exposure period 5000 hours.

2.4 COLOUR

.1 Colour to be selected by consultant from the standard colour range.

Recladding & Reroofing - Electric Service Building Section 07 61 00 94 Ottawa Street SHEET METAL WALL PANEL & ROOFING SYSTEM Summerside, PE Page 5 of 6 2.5 FASTENING SYSTEMS

.1 Roof Fasteners: As specified by manufacturer, concealed, designed to resist wind uplift and sliding snow loads.

2.6 JOINT SEALANTS

.1 Joint Sealants as per manufacturer’s recommendations

.2 Colour to match roofing.

2.7 ACCESSORIES

.1 Flashing: In accordance with Section 07 62 00. Formed from same materials as the roof sheet. Custom fabricated to suit architectural details, as required.

.2 Closures: Foam and metal closures to suit profiles selected, to manufacturer’s recommendations.

.3 Sealants: In accordance with Section 07 62 00 and manufacturer’s recommendations.

PART 3 - EXECUTION

3.1 EXAMINATION

.1 Examine work of other Sections upon which work of this Section depends.

.2 Report all discrepancies to consultant before beginning work on the roof system.

3.2 REMOVAL OF EXISTING PANELS

.1 Contractor to remove existing panels, clips and insulation, by panel length, and determine amount that can be removed and new panel installed by day’s end.

.2 Contractor to provide watertightness at end of working day, with self-adhered waterproofing membrane.

.3 When removing panel and existing bagged insulation, contractor to provide adequate protection from interior damage.

.4 Failure to provide adequate water protection to interior will result in the contractor being responsible for remediation.

.5 Remove existing panels and bagged insulation from site immediately. Refer to this section for location of construction waste processing site.

3.3 PREPARATION OF SUBSTRATE

.1 Prior to proceeding with metal roof system installation, remedial work by preceding trades must be completed. The installation of the metal roof system is not to begin until all remedial work has been completed.

Recladding & Reroofing - Electric Service Building Section 07 61 00 94 Ottawa Street SHEET METAL WALL PANEL & ROOFING SYSTEM Summerside, PE Page 6 of 6 3.4 INSTALLATION

.1 Draped Insulation: Install vinyl reinforced insulation to manufacturer's recommendations. Ensure proper compression at purlins. Lap all side and end joints to form a continuous air/vapour barrier.

.2 Roof Panel Installation

.3 Install exterior prefinished roof panels on panel support clips, using manufacturer's proper construction procedure. Ensure batten is positively locked for full length of roof. Close interlocking side joints by using a purpose-made seaming machine, as supplied by the manufacturer.

.4 Where indicated on approved shop drawings, secure the end-lap of metal roofing sheets in accordance with the manufacturer’s specifications and details to provide a weather-tight seal. Exposed fasteners to match colour of the roof sheet.

.5 Provide notched and formed closures, sealed against weather penetration, at changes in pitch, and at ridges and eaves, where required.

.6 Install all companion flashing as shown on the shop drawings. Use concealed fasteners when possible. Exposed fasteners to match colour of roof sheet.

.7 Lock all end joints and caulk to provide a weather tight seal.

3.5 PROTECTION DURING WORK

.1 Protect insulation from damage before steel roofing cover is installed.

3.6 PROTECTION AFTER WORK COMPLETED

.1 Do not permit traffic over unprotected roof surface.

3.7 ADJUSTMENT

.1 Touch up minor paint abrasions with touch up paint.

3.8 CLEANING

.1 Remove protective film from panels.

.2 Clean exposed panel surfaces in accordance with manufacturer’s instructions.

.3 Repair and touch up with colour matching high grade enamel minor surface damage, only where permitted by the Architect and only where appearance after touch-up is acceptable to Architect.

.4 Replace damaged panels and components that, in opinion of the Architect, cannot be satisfactorily repaired.

END OF SECTION

Recladding & Reroofing – Electric Service Building Section 07 62 00 94 Ottawa Street FLASHING AND TRIM Summerside, PE Page 1 of 3

PART 1 - GENERAL

1.1 SUMMARY OF SECTION

.1 As summarized and described, but not restricted to the following: .1 Provide metal flashing trim in areas as noted on the drawings; new and replacement of

existing.

1.2 REFERENCES

.1 The Aluminum Association Inc. (AA): .1 Aluminum Sheet Metal Work in Building Construction, latest edition.

.2 American Society for Testing and Materials International (ASTM): .1 ASTM D523-14, Test Method for Specular Gloss .2 ASTM D822/D822M-13, Filtered Open-Flame Carbon-Arc Exposures of Paint and

Related Coatings. .3 ASTM D4586/D4586M-07(2012)e1, Standard Specification for Asphalt Roof Cement,

Asbestos-Free. .4 ASTM F1667-11ae1, Driven Fasteners: Nails, Spikes, and Staples.

.3 Canadian General Standards Board: .1 CAN/CGSB 51.32-M77, Sheathing Membrane, Breather Type CPL.

.4 Canadian Roofing Contractors Association (CRCA): .1 Roofing Specifications Manual, latest edition.

1.3 SUBMITTALS

.1 Product Data: .1 Submit manufacturer's printed product literature, including installation instructions, MSDS

sheets, specifications and data sheets.

.2 Samples: .1 Submit 2” x 2” (50 mm x 50 mm) samples of each type of sheet metal material, colour

and finish.

1.4 CONSTRUCTION WASTE PROCESSING SITE

.1 Contact local construction waste company.

1.5 DELIVERY, HANDLING AND PROTECTION OF PRODUCT

.1 Stack materials to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to facilitate drainage.

.2 Prevent contact with materials which may cause discolouration or staining.

Recladding & Reroofing – Electric Service Building Section 07 62 00 94 Ottawa Street FLASHING AND TRIM Summerside, PE Page 2 of 3 1.6 QUALITY ASSURANCE/QUALITY CONTROL

.1 Perform Work to CRCA Manual standard details and requirements.

.2 Fabricator Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three (3) years documented experience.

.3 Installer Qualifications: Company specializing in performing the work of this section with minimum three (3) years documented experience and approved by the manufacturer.

PART 2 - PRODUCTS

2.1 MATERIALS - PREFINISHED SHEET STEEL

.1 Prefinished steel with factory applied silicone modified polyester coating: .1 Class F1S. .2 Colour to complement adjacent materials, Consultant to choose colour from full colour

range. .3 Specular gloss: 30 units +/- 5 in accordance with ASTM D523. .4 Coating thickness: not less than 25 micrometres. .5 Resistance to accelerated weathering for chalk rating of 8, colour fade 5 units or less and

erosion rate less than 20 % to ASTM D822 as follows: .1 Outdoor exposure period 1000 hours. .2 Humidity resistance exposure period 1000 hours.

.2 Thickness steel: Minimum 24 gauge for flashings over 8 ft above grade, 22 gauge for sill flashings below 8 ft above grade and 20 gauge for flashings at or near grade.

.3 Break formed prefinished steel to profiles indicated. .1 Flashing to have 2” (50 mm) vertical leg. .2 Flashings should have a positive slope, 5 degrees or greater unless noted otherwise.

.4 Minimum of 50% recycled content in prefinished steel.

2.2 ACCESSORIES

.1 Isolation Coating: alkali resistant bituminous paint.

.2 Sealants: as per manufacturer’s recommendations.

.3 Cleats: of same material as flashing specified, and temper as sheet metal, minimum 2” (50 mm) wide. Thickness 20 gauge.

.4 Fasteners: of same material as sheet metal, to ASTM F1667, ring thread flat head roofing nails of length and thickness suitable for metal flashing application.

.5 Washers: soft neoprene washers.

.6 Plastic Cement: to ASTM D4586 Type I.

Recladding & Reroofing – Electric Service Building Section 07 62 00 94 Ottawa Street FLASHING AND TRIM Summerside, PE Page 3 of 3

PART 3 - EXECUTION

3.1 EXAMINATION

.1 Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets in place, and nailing strips located.

.2 Verify roofing termination and base flashings are in place, sealed, and secure

3.2 INSTALLATION

.1 Fabricate metal flashings and other sheet metal work in accordance with applicable CRCA 'FL' series details as indicated.

.2 Form pieces in 8’-0” (2400 mm) maximum lengths. Make allowance for expansion at joints.

.3 Hem exposed edges on underside. Miter and seal corners with sealant.

.4 Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance.

.5 Form flashings, copings to profiles indicated on drawings.

.6 Use concealed fastenings except where approved before installation; fasteners should be installed at 2’-0” (600 mm) o.c.

.7 Lock end joints and caulk with sealant.

.8 Caulk flashing at reglet cap with sealant.

.9 Cut triangle or diagonal joint to minimize cut joint.

END OF SECTION


94 Ottawa Street JOINT SEALERS


Part 1 General

1.1 REFERENCES

.1 Canadian General Standards Board (CGSB) (current addition)

.1 CGSB 19-GP-5M-1984, Sealing Compound, One Component, Acrylic Base, Solvent Curing (Issue of 1976 reaffirmed, incorporating Amendment No. 1).

.2 CAN/CGSB-19.13-M87, Sealing Compound, One-component, Elastomeric, Chemical Curing.

.3 CGSB 19-GP-14M-1984, Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing (Reaffirmation of April 1976).

.2 Health Canada/Workplace Hazardous Materials Information System (WHMIS)

.1 Material Safety Data Sheets (MSDS).

1.2 SUBMITTALS

.1 Submit product data in accordance with Section 01 33 00 - Submittal Procedures.

.2 Manufacturer's product to describe.

.1 Caulking compound.

.2 Primers.

.3 Sealing compound, each type, including compatibility when different sealants are in contact with each other.

.3 Submit samples in accordance with Section 01 33 00 - Submittal Procedures.

.4 Submit duplicate samples of each type of material and colour.

.5 Cured samples of exposed sealants for each color where required to match adjacent material.

.6 Submit manufacturer's instructions in accordance with Section 01 33 00 - Submittal Procedures.

.1 Instructions to include installation instructions for each product used.


.1 Deliver, handle, store and protect materials in accordance with Section 01 61 00 – Common Product Requirements.

.2 Deliver and store materials in original wrappings and containers with manufacturer's seals and labels, intact. Protect from freezing, moisture, water and contact with ground or floor.

.3 Fold up metal banding, flatten, and place in designated area for recycling.

1.4 PROJECT CONDITIONS

.1 Environmental Limitations:

.1 Do not proceed with installation of joint sealants under following conditions:

.1 When ambient and substrate temperature conditions are outside limits permitted by joint sealant manufacturer or are below 4.4 degrees C.

.2 When joint substrates are wet.




.2 Joint-Width Conditions:

.1 Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated.

.3 Joint-Substrate Conditions:

.1 Do not proceed with installation of joint sealants until contaminants capable of interfering with adhesion are removed from joint substrates.


.1 Comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling, storage, and disposal of hazardous materials; and regarding labeling and provision of Material Safety Data Sheets (MSDS) acceptable to Labour Canada.

.2 Conform to manufacturer's recommended temperatures, relative humidity, and substrate moisture content for application and curing of sealants including special conditions governing use.

Part 2 PRODUCTS

2.1 Sealant Materials Notes:

.1 Do not use caulking that emits strong odours, contains toxic chemicals or is not certified as mould resistant in air handling units.

.2 When low toxicity caulks are not possible, confine usage to areas which off gas to exterior, are contained behind air barriers, or are applied several months before occupancy to maximize off gas time.

.3 Where sealants are qualified with primers use only these primers.

2.2 Sealant Material Designations

1. Urethanes One Part.

.1 Non-Sag to CAN/CGSB-19.13, Type 2, colour as selected by consultant.

.2 Acceptable material: Tremco Dymonic.

2 Silicones One Part.

.1 To CAN/CGSB-19.13.

.2 Acceptable material: Tremco Spectrum 3.

.3 Mildew resistant:

.1 Acceptable material: Tremco Tremsil 200.

.4 Preformed Compressible and Non-Compressible back-up materials.

.1 Polyethylene, Urethane, Neoprene or Vinyl Foam.

.1 Extruded open cell foam backer rod.

.2 Size: oversize 30 to 50 %.

.2 Neoprene or Butyl Rubber.

.1 Round solid rod, Shore A hardness 70.

.3 High Density Foam.

.1 Extruded closed cell polyvinyl chloride (PVC), extruded polyethylene, closed cell, Shore A hardness 20, tensile strength 140 to 200 kPa, extruded polyolefin foam, 32 kg/m3 density, or neoprene foam backer, size as recommended by manufacturer.

.4 Bond Breaker Tape.

.1 Polyethylene bond breaker tape which will not bond to sealant.




2.3 SEALANT SELECTION

.1 Perimeters of exterior openings where frames meet exterior facade of building (i.e. brick, block, concrete stone masonry): Sealant type: 1.10.2.1.

.2 Expansion and control joints in exterior surfaces of poured-in-place concrete walls: Sealant type: 1.10.1.2.

.3 Control and expansion joints in exterior surfaces of unit masonry walls: Sealant type: 1.10.2.1.

.4 Seal interior perimeters of exterior openings as detailed on drawings: Sealant type: 1.10.2.1.

.5 Control and expansion joints on the interior of exterior poured-in place concrete walls: Sealant type: 1.10.1.2.

.6 Exposed interior control joints in drywall: Sealant type: 1.10.1.2.

.7 To suit application including materials to be sealed, gap width, location, expected movement, and exposure.

2.4 JOINT CLEANER

.1 Non-corrosive and non-staining type, compatible with joint forming materials and sealant recommended by sealant manufacturer.

.2 Primer: as recommended by manufacturer.

Part 3 Execution

3.1 PROTECTION

.1 Protect installed Work of other trades from staining or contamination.

3.2 SURFACE PREPARATION

.1 Examine joint sizes and conditions to establish correct depth to width relationship for installation of backup materials and sealants.

.2 Clean bonding joint surfaces of harmful matter substances including dust, rust, oil grease, and other matter which may impair Work.

.3 Do not apply sealants to joint surfaces treated with sealer, curing compound, water repellent, or other coatings unless tests have been performed to ensure compatibility of materials. Remove coatings as required.

.4 Ensure joint surfaces are dry and frost free.

.5 Prepare surfaces in accordance with manufacturer's directions.

3.3 PRIMING

.1 Where necessary to prevent staining, mask adjacent surfaces prior to priming and caulking.

.2 Prime sides of joints using recommended products. Application to be in accordance with sealant manufacturer's instructions immediately prior to caulking.




3.4 BACKUP MATERIAL

.1 Apply bond breaker tape where required to manufacturer's instructions.

.2 Install joint filler to achieve correct joint depth and shape, with approximately 30% compression.

3.5 MIXING

.1 Mix materials in strict accordance with sealant manufacturer's instructions.

3.6 APPLICATION

.1 Sealant.

.1 Apply sealant in accordance with manufacturer's written instructions.

.2 Mask edges of joint where irregular surface or sensitive joint border exists to provide neat joint.

.3 Apply sealant in continuous beads.

.4 Apply sealant using gun with proper size nozzle.

.5 Use sufficient pressure to fill voids and joints solid.

.6 Form surface of sealant with full bead, smooth, free from ridges, wrinkles, sags, air pockets, embedded impurities.

.7 Tool exposed surfaces before skinning begins to give slightly concave shape.

.8 Remove excess compound promptly as work progresses and upon completion.

.2 Curing.

.1 Cure sealants in accordance with sealant manufacturer's instructions.

.2 Do not cover up sealants until proper curing has taken place.

.3 Cleanup.

.1 Clean adjacent surfaces immediately and leave Work neat and clean.

.2 Remove excess and droppings, using recommended cleaners as work progresses.

.3 Remove masking tape after initial set of sealant.

END OF SECTION


94 Ottawa Street ALUMINUM DOORS AND FRAMES


Part 1 General

1.1 REFERENCES

.1 Aluminum Association (AA).

.1 DAF 45-03, Designation System for Aluminum Finishes.

.2 American Society for Testing and Materials International, (ASTM).

.1 ASTM E330-02, Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference.

.3 Canadian General Standards Board (CGSB).

.1 CGSB 1.40-97, Primer, Structural Steel, Oil Alkyd Type.

.2 CAN/CGSB-12.1-M90, Tempered or Laminated Safety Glass.

.3 CAN/CGSB-12.20-M89, Structural Design of Glass for Buildings.


.1 CAN/CSA-G40.20/G40.21-98, General Requirements for Rolled or Welded Structural Quality Steel/Structural Quality Steel.

.2 CAN/CSA G164-M92, Hot Dip Galvanizing of Irregularly Shaped Articles.

1.2 SUBMITTALS

.1 Product Data:

.1 Submit manufacturer's printed product literature, specifications and data sheets in accordance with Section 01 33 00 - Submittal Procedures.

1.3 SHOP DRAWINGS

.1 Submit shop drawings in accordance with Section 01 33 00 - Submittal Procedures.

.2 Indicate materials and profiles and provide full-size, scaled details of components for each type of door and frame. Indicate:

.1 Interior trim and exterior junctions with adjacent construction.

.2 Junctions between combination units.

.3 Elevations of units.

.4 Core thicknesses of components.

.5 Type and location of exposed finishes, method of anchorage, number of anchors, supports, reinforcement, and accessories.

.6 Location of caulking.

.7 Each type of door system including location.

.8 Arrangement of hardware and required clearances.

.3 Submit catalogue details for each type of door and frame illustrating profiles, dimensions and methods of assembly.

1.4 SAMPLES

.1 Submit samples in accordance with Section 01 33 00 - Submittal Procedures with finish.




1.5 CLOSEOUT SUBMITTALS

.1 Provide maintenance data for cleaning and maintenance of aluminum finishes for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.


.1 Certificates: product certificates signed by manufacturer certifying materials comply with specified performance characteristics and criteria and physical requirements.


.1 Storage and Protection:

.1 Apply temporary protective coating to finished surfaces. Remove coating after erection. Do not use coatings that will become hard to remove or leave residue.

.2 Leave protective covering in place until final cleaning of building.

Part 2 Products

2.1 MATERIALS

.1 See drawings for required products.

.2 Aluminum extrusions: Aluminum Association alloy AA6063-T5 anodizing quality.

.3 Fasteners: aluminum, cadmium plated steel or stainless steel, finished to match adjacent material.

.4 Weatherstrip:

.1 Thermoplastic elastomer weathering on a tubular shape with a semi-rigid polymeric backing.

.2 Meeting stiles on pairs of doors shall be equipped with an adjustable astragal utilizing wool pile with polymeric fin. replaceable plastic .

.5 Threshold: Extruded aluminum, one piece per door opening, with ribbed surface.

.6 Sill Sweep Strips: EPDM blade gasket sweep strip in an aluminum extrusion applied to the interior exposed surface of the bottom rail with concealed fasteners.

.7 Door bumpers: black neoprene.

.8 Door bottom seal: operable and automatic adjustable door seal of anodized extruded aluminum frame and vinyl weather seal, recessed in door.

.9 Continuous Hinge.

.10 Isolation coating: alkali resistant

.11 Glass: to Section 08 80 50 – Glazing.

.12 Sealants: to Section 07 92 10 – Joint Sealers.

2.2 ALUMINUM DOORS

.1 Aluminum door products, as detailed on drawings.




.2 Construct doors of porthole extrusions with minimum wall thickness of 0.125".

.3 Reinforce mechanically-joined corners of doors to produce sturdy door unit.

.4 Glazing stops: interlocking snap-in type for dry glazing. Exterior stops: tamperproof type.

.5 Provide thermally broken doors for exterior.

.6 Lower Panel- insulated aluminium panel to match door/frames.

2.3 ALUMINUM REVOLVING DOORS

.1 STANDARD OF ACCEPTANCE

.1 Alumicor 4A Modified.

.2 PPG Pittco Standard Medium Door

2.4 ALUMINUM FRAMES

.1 Construct thermally broken frames of aluminium extrusions. Products as detailed on drawings.

2.5 ALUMINUM FINISHES

.1 Finish exposed surfaces of aluminium components in accordance with Aluminum Association Designation System for Aluminum Finishes.

.1 Clear Anodized Finish: designation AA-M12-C22A44, clear anodized. Submit Sample for approval, Kaweer 17.

2.6 STEEL FINISHES

.1 Finish steel clips and reinforcing steel with steel primer to CGSB 1.40 zinc coating to CSA G164.

2.7 FABRICATION

.1 Doors and framing to be by same manufacturer.

.2 Fabricate doors and frames to profiles and maximum face sizes as shown. Provide structural steel reinforcement as required.

.3 Fit joints tightly and secure mechanically.

.4 Conceal fastenings.

.5 Mortise, reinforce, drill and tap doors, frames and reinforcements to receive hardware using templates provided under Section 08 71 10 - Door Hardware.

.6 Isolate aluminum from direct contact with dissimilar metals, concrete and masonry.




Part 3 Execution



3.2 INSTALLATION

.1 Set frames plumb, square, level at correct elevation in alignment with adjacent work.

.2 Anchor securely.

.3 Install doors and hardware in accordance with hardware templates and manufacturer's instructions.

.4 Adjust operable parts for correct function.

.5 Make allowances for deflection of structure to ensure that structural loads are not transmitted to frames.

3.3 GLAZING

.1 Glaze aluminum doors and frames in accordance with Section 08 80 50 – Glazing.

3.4 CAULKING

.1 Seal joints to provide weathertight seal at outside and air, vapour seal at inside.

.2 Apply sealant in accordance with Section 07 92 10 - Joint Sealers. Conceal sealant within the aluminum work.

3.5 CLEANING

.1 Perform cleaning of aluminum components in accordance with AAMA 609.1 - Voluntary Guide Specification for Cleaning and Maintenance of Architectural Anodized Aluminum.

.2 Perform cleaning as soon as possible after installation to remove construction and accumulated environmental dirt.

.3 Clean aluminum with damp rag and approved non-abrasive cleaner.

.4 Remove traces of primer, caulking, epoxy and filler materials; clean doors and frames.

.5 Clean glass and glazing materials with approved non-abrasive cleaner.


END OF SECTION

Recladding & Reroofing - Electric Service Building Section 08 36 13 94 Ottawa Street OVERHEAD DOORS


PART 1 - GENERAL 1.1 Summary of this Section

.1 As summarized as described herein, but not restricted to the following: .1 To provide manually operated, insulated overhead doors, c/w chain operator

tracks, hardware and weatherstrippings as shown and summarized but not restricted.

1.2 References

.1 The Aluminum Association Inc. (AA) .1 Aluminum Association Designation System for Aluminum Finishes (1997)

.2 American Society for Testing and Materials (ASTM)

.1 ASTM A 366M-97, Specification for Steel, Carbon, Cold-Rolled Sheet Commercial Quality.

.2 ASTM D 523-99, Test Method for Specular Gloss.

.3 ASTM D 822-96, Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-Arc Light an dWater Exposure Apparatus.


.1 CGSB 1.121-93, Vinyl Pretreatment Coating for Metals (Vinyl Wash Primer).

.2 CGSB 1.181-99, Coating, Zinc-Rich, Organic, Ready Mixed.

.4 Canadian Standards Association (CSA) .1 CSA G164-M92, Hot Dip Galvanizing or Irregularly Shaped Articles.

.5 Environmental Choice Program (ECP)

.1 ECP-40-91, Building Materials: Thermal Insulation

.2 ECP-67-95, Recycled Water-Borne Surface Coatings

.3 ECP-76-98, Surface Coatings

.6 American National Standards Institute and Doors and Access Systems (ANSI) .1 102-1993 - Section Overhead Type Doors

1.3 References Overhead Door

.1 ANSI/NAGDM102 - American National Standards Institute. 1.4 Design Criteria

.1 Design exterior door assembly to withstand windload certified testing ASTM E 330-90, or 1kPa with a maximum horizontal deflection of 1/240 of opening width..

.2 Design door panel assemblies with thermal insulation factor R-14.59.

.3 Design door assembly to withstand minimum 50,000 cycles per annum.



1.5 Submittals

.1 Shop Drawings: .1 Submit shop drawings in accordance with Section 01 33 00 - Submittal

Procedures. .2 Indicate sizes, service rating, types, materials, operating mechanisms, glazing

locations and details, hardware and accessories, required clearances and electrical connections.

.3 Ensure shop drawings are coordinated with structural supports.

.4 Ensure all wind loadings required are noted on the shop drawing in accordance with NBCC 2015.

1.6 Maintenance Data

.1 Provide operation and maintenance data for overhead door hardware for incorporation into manual specified in Section 01 71 00.

.2 Ensure as part of this Section, on site instruction is carried out with Project Manager. 1.7 Maintenance Materials, Special Tools and Spare Parts

.1 Provide spare parts in accordance with Section 01 77 00.

.2 Provide spare parts for overhead doors as follows: .1 Door panels: one per door. .2 Door rollers: one set per door. .3 Weatherstripping: one set per door.

.3 Store where directed. Identify each part and reference to appropriate door.

1.8 Product Delivery, Storage and Handling

.1 Package or crate, and brace products to prevent distortion in shipment and handling. Label packages and crates, and protect finish surfaces by sturdy wrapping.

1.9 Quality Assurance for All Special Doors as noted

.1 Use only qualified installer recommended by manufacturer. Installer must have minimum five years experience installing doors as specified.

.2 Manufacturer's representative to be present at start-up, during and upon completion of

installation to ensure all recommendations of manufacturer are enforced. .3 Manufacturer's representative to provide written certification to Project Manager once

installation is complete, that door is installed to drawings and specifications, relevant codes, and/or manufacturer's recommendations. In the event of the general contractor's failure to provide such a document, the Owner may at his discretion have a review of the installation carried out and deduct cost of same from this contract.



1.10 Extended Warranty: Overhead Doors

.1 Provide manufacturer's standard extended 7 year warranty against separation/degradation of the polyurethane foam from the steel skin of the panel under provisions of Section 01 77 00. Standard manufacturer's 10 year warranty against cracking, splitting or deterioration due to rust through. 10 Year on insulation value.

PART 2 - PRODUCTS 2.1 Overhead Doors

.1 Manufacturers: .1 Provide doors, tracks etc. as manufactured by one of the following manufacturers:

.1 Overhead Door Company Ltd.

.2 Thermostop Ltd.

.3 Thermotite

.4 Laforge Doors Ltd.

.2 Loading Dock Area: .1 Description based on Overhead Door Co., Thermacore 591 series, extra heavy

duty vertical lift, insulated door: .1 Three (3) insulated doors .2 9'-2" high 7'-6" wide. .3 Provide 1" door overlap at each jamb and head. .4 View windows

.2 Galvanized sheet corrosion resistant textured finish - white - 26 gauge, exterior sheet, 26 gauge galvanized interior sheet.

.3 Panel thickness: 1-5/8".

.4 Door sections manufactured by a continuous foamed in place polyurethane lamination (density 3.1215/ft) of metal to foam to metal construction to form roll form sections. Doors to have 16 ga. steel end caps with one double wide end cap per door for lock mounting.

.5 3" track and hardware, provide continuous angle track.

.6 Track guards: protect track at each jamb with formed galvanized steel fender guards, 3/8" thickness, 5 ft. high.

.7 Bumper & Pusher springs as per manufacturer's instructions.

.8 Extruded aluminum and arctic grade vinyl weatherstripping for jambs and head to manufacturer's standard.

.9 Install panels level and to close tightly. Ensure that contact of panels against stops occurs with no rubbing action except at last moment of closing.

.10 Install double contact with retainer strip at door bottom - Type T1, Heavy Duty.

.11 View windows: .1 Provide one vision panel per door, size 4" x 12" centred in third panel

a.f.f. .2 Double thermal acrylic glazing, moulded unit.

.12 Locking: .1 Equip door to lock. .2 Include heavy duty one-jamb side only door lock to manufacturer's

recommendations. .3 Provide door bar latches, under this section, capable of accepting master

keyed cylinders supplied under work of Section 08 71 00 for installation by this Section.

.13 Chain Operator: .1 Install continuous chain at door jamb to raise and lower door by rotation

of machine cut reduction gears.



.2 Ensure that maximum pull to operate gears by chain does not exceed 35 pounds.

.3 Reduction gear ratio requirement 3:1 .14 Factory Finish:

.1 Baked-on two coat polyester finish-colour white, both sides of door. PART 3 - EXECUTION 3.1 General

.1 Supply information and templates required for installation of work of this section, and assist and/or supervise, the setting of anchorage built into the work of others.

3.2 Examination and Project Start-up

.1 Coordinate with Section 05 12 23 for location and size of supporting structure required for overhead door and impact door. Ensure door operation is free from binding or scraping on the frame.

3.3 Installation

.1 Install all doors specified in this section according by manufacturer's recommendations and instruction by personnel experienced as specified by 1.10 of this section.

3.4 Adjustment and Cleaning

.1 Adjust work to ensure free-running, tightly closing and properly counterbalanced operation. Ensure that panels do not drift when stopped at any location in the opening and closing cycle.

.2 Ensure that installation is free from warp, twist, or other distortion. Lubricate operating

hardware.

.3 Refinish damaged or defective work so that no variation in surface appearance in discernible.

.4 Clean work on completion of installation. Final cleaning is specified in Section 01 77 00.

END OF SECTION

Recladding & Reroofing - Electric Service Building Section 08 44 00 94 Ottawa Street ALUMINUM FRAMING SYSTEMS


PART 1 - GENERAL 1.1 SUMMARY OF THIS SECTION

.1 As summarized and described herein but, not restricted to the following: .1 Entrance front Aluminum framing and glazing. .2 Aluminum window.

1.2 REFERNCES

.1 2015 National Building Code of Canada (NBCC).

.2 Aluminum Association Designation System for Aluminum Finishes-1980.

.3 ASTM E 330-90 Test Method for Structural Performance of Exterior Windows, Curtain

Walls, and Doors by Uniform Static Air Pressure Difference.

.4 CAN/CSA-G40.21-92 Structural Quality Steels.

.5 ASTM A123/A123M-09 Zinc (hot-dip galvanized) Coatings on Iron and Steel Products.

.6 CAN/CGSB-97 Anti Corrosive Structural Steel Alkyd Primer.

.7 CAN/CGSB-12.1-M90 Tempered or Laminated Safety Glass.

.8 CDB#55 - Glazing - design by Garden.

.9 CDB#40 - Rain Penetration and its Control by Garden.

.10 CDB#96 - Use of Sealants by Garden. .11 ASTM-283 Laboratory Air Leakage Rate Test Method.

1.3 DESIGN CRITERIA

.1 Curtainwall shall be in compliance with Part 5 of the 2010 NBCC. .2 The entire curtainwall system shall be designed on the "Open Rain Screen" principle and

shall provide: .1 Gaskets, sleeved spiggotted joints, and seals necessary to ensure no rain water

entry into the cavities of the system. .2 Required air seals to effectively limit the passage of air from the system cavities

into the building and vice versa, to ensure an adequate equalization of pressure of the cavities of the system with the exterior.

.3 The air and vapour seals necessary to limit air borne vapour exfiltration from the building interior into the cavities of the system.

.4 Openings between the system cavities and the exterior shall be sufficient cross-section to provide equalization of pressure. All openings shall be suited so as to limit direct water entry.

.5 Provide and accommodate for: .1 Thermal expansion. .2 Floor deflection of positive and negative. .3 Wind load and pressure differences.



.4 Inter-storey drift. .6 Adhere air barrier with 8" overlap to curtainwall framing. Ensure air barrier overlap

from adjacent substrate material is married into same. Intent is to provide total enveloped air barrier system.

1.4 Performance Requirements

.1 Resist without breakage, permanent deformation and/or operational malfunction the live loads due to wind as derived by the "Simplified Calculation Procedure" of the NBCC 2010 for 1 in 30 potential recurrence.

.2 Limit infiltration and exfiltration of air movement through its components to:

.1 Fixed components - .10/l/s/m@75Pa.

.3 Stop completely the ingress of water under 700 pascals of air pressure differentials, including framing, sub-frame of both fixed components, and the interface with masonry adjacent construction.

.4 Limit the deflection of mullions to L/240, and deflection at the centre of the glass to L/200

for loads due to wind. .5 Prevent curtainwall assemblies from forming condensation on any of the components

including the glass at -16C exterior and 20C at .36% RH. 1.5 Shop Drawings

.1 Submit Shop Drawings in accordance with Section 01 33 00. .2 Indicate:

.1 Materials and details in large scale for head, jamb and sill.

.2 Profiles of components

.3 Junction between combination of units.

.4 Elevations of units.

.5 Anchorage details.

.6 Description of related components, exposed finishes, fastenings, and reinforcement.

.3 Samples

.1 Submit samples in accordance with Section 01 33 00.

.4 All shop drawings stamped and signed by an Engineer registered to practice in PEI to ensure framing satisfies the wind load requirements as per NBCC 2010.

1.6 Maintenance Data

.1 Provide operation and maintenance data for cleaning and maintenance of aluminum finishes for incorporation into manual specified in Section 01 33 00.

1.7 Protection

.1 Apply temporary protective coating to finished surfaces. Remove coating after erection. Do not use coatings that will become hard to remove or leave residue.



.2 Leave protective covering in place until final cleaning of building.

1.8 Extended Warranty

.1 Submit a warranty of the Work of this Section covering the period for four years beyond the expiration of the substantial completion specified in Section 01 77 00.

.2 Defective work shall include, but not be restricted to: leaking, loosening of whole or of

parts of units, breakage or deformation of unit metalwork, glass breakage (other than by accidental cause), fading or discolouration or factory applied finishes.

PART 2 - PRODUCTS 2.1 Aluminum Framing

.1 Location: .1 Front Entrance Area.

.2 Materials: .1 Aluminum extrusions - Aluminum Association alloy AA6063T5/T6. .2 All aluminum components by same manufacturer. .3 Glazing gaskets - EPDM or Santoprene. .4 Thermal break - polyvinylchloride. .5 Fasteners - stainless steel, c/w extruded aluminum connector clips to

compensate for any deflection of structural steel. .6 Finish:

.1 Clear anodized finish No. 17 conforming to standard AA-M12C2231 Class 1 finish.

.3 Approved Manufacturers:

.1 Kawneer

.2 Alumicor

.3 Anotec

.4 A&D Prevost 2.2 Exterior Aluminum Framing

.1 Exterior window area .2 Insulating glass .3 Size 1 ¾” x 4 ½”, thermally broken .4 Acceptable Manufacturer .1 Kawneer - Trifab 451 thermally broken exterior system.

.2 A&D Prevost

2.3 Glazing

.1 Refer to Section 08 80 50.



2.4 Aluminum Doors & Hardware

.1 Aluminum doors: .1 Construct doors of portable extrusions with minimum wall thickness of 3mm. .2 Door styles approximately 3" wide. .3 Top rail approximately 6" wide. .4 Bottom rail approximately 6" wide. .5 Reinforce mechanically-joined corners of doors to produce sturdy door unit. .6 Glazing stops: interlocking snap-in type for dry glazing. Exterior stops:

tamperproof type. .7 Provide thermally broken doors for exterior. .8 For door swings and location refer to Door and Frame Schedule .9 Approved manufacturers:

.1 Alumicor: Alumicor 4A modified.

.2 PPG: Pittco Standard Medium Stile Door.

.3 Kawneer: Series 350.

.4 Anotec: 2200 series.

.5 A&D Prevost 2250 Insulated, 2200 Uninsulated

.2 Hardware: .1 Weatherstripping - Schlegel woven pile. .2 Threshold – KN Crowder CT-11 , Threshold – KN Crowder CT-705 only at door

76.302. .3 Thermal separator - solid extruded PVC sections with a durometer hardness

between shore "A" 75 & 85. .4 Center pivot hinge. .5 Floor stop – dome CDH230 .6 Door pull Architects Classic Pull 1” Φ stock clear anodized 9” D Shape .7 Emergency break-away required .8 Exit Device 3828 Series Rim Exit Device Line by Sargent c/w lever handle with

locking function (Door No. 99.002 only) .9 Exit Device 3828 Series Rim Exit Device Line by Sargent c/w key and plate only

outside trim (Door No. 76.001 only) 2.5 Aluminum Window Sill Flashing

.1 Provide brake form aluminum flashing thickness to match framing, colour to match framing. Provide end caps for exposed ends of flashing, align all joints with mullion centers.

PART 3 - EXECUTION 3.1 Examination

.1 Take critical site dimensions to ensure that adjustments in fabrication or installation are provided for, that allowance is made for possible deflection of structure at heads, and that clearance to other constructions have been maintained.

.2 Ensure that anchors and inserts, installed by others, are adequate to meet specified

requirements, and make adaptations before installation.



3.2 Installation

.1 Install work plumb, level and in accordance with shop drawings, and fabricator's instructions.

.2 Do not force units into place, nor superimpose on them loads for which they were not

designed.

.3 Provide for thermal movement to take place between units and adjacent construction.

.4 Secure units by non-corrosive and inorganic anchorage materials.

.5 Conceal anchors, clips, blocking and all other attachments.

.6 Install reinforcing and supporting members as specified or indicated as part of the work of this section.

.7 Seal metal-to-metal joints between components included in the work of this section to

ensure a weather tight assembly, and in accordance with sealant manufacturer's specifications.

.8 Fill voids between frames and rough openings, and in mullions with glass wool.

.9 Install units with consideration for finish variations. Abrupt variations of appearance or

colour in adjacent components will not be acceptable without approval before installation.

.10 Provide air barrier connection to wall substrate air barrier with given 8" overlap. Ensure continuity of air barrier. Secure the air barrier provided by Section 07 27 00 to the frame with an extruded flat aluminum bar fastened @ 3'-0" o.c. spacing.

3.3 Sealant

.1 Seal sealant between frame members, sills and adjacent construction as a part of the work of this section and in accordance with Section 07 92 00 of this specification.

3.4 Glass & Glazing

.1 Refer to Section 08 80 50. 3.6 Adjustment and Cleaning

.1 Cleaning on completion of installation: .1 Remove deposits which affect appearance or operations of units. .2 Remove protective materials. .3 Clean interior and exterior surfaces by washing with clear water; or with water,

and soap or detergent, followed by a clear water rinse. .4 Clean and restore stained metal surfaces in accordance with manufacturer's

recommendations. Replace if cleaning is impossible. .5 Final cleaning is specified in Section 01 77 00.

END OF SECTION


94 Ottawa Street DOOR HARDWARE


Part 1 General

1.1 SCOPE OF WORK

.1 Supply and deliver all finish hardware as specified in hardware sets for doors listed on door schedule. Hardware shall include all fasteners and devices necessary for the proper installation of hardware.


.1 Section 01 33 00 – Submittal Procedures.

.2 Section 01 61 00 - Common Product Requirements.

.3 Section 01 78 00 - Closeout Submittals.

.4 Section 08 11 14 – Metal Doors and Frames.

.5 Section 08 11 16 – Aluminum Doors & Frames.

.6 Section 08 14 10 – Flush Wood Doors.

1.3 REFERENCES

.1 Canadian Steel Door and Frame Manufacturers' Association (CSDFMA).

.2 All hardware shall comply with requirements of the applicable version of the NBC.

.3 Canadian General Standards Board CAN/CGSB Section 69.

1.4 REQUIREMENTS OF REGULATORY AGENCIES

.1 Use ULC listed and labelled hardware for doors in fire separations and where noted on Door Schedule.

1.5 SUBMITTALS

.1 Product Data:

.1 Submit manufacturer's printed product literature, specifications and data sheet in accordance with Section 01 33 00 - Submittal Procedures.

.2 Hardware List:

.1 Submit contract hardware list in accordance with Section 01 33 00 - Submittal Procedures.

.2 Indicate specified hardware, including make, model, material, function, size, finish and other pertinent information.

.3 Manufacturer's Instructions:

.1 Submit manufacturer's installation instructions.

.4 Closeout Submittals




.1 Provide operation and maintenance data for door closers, locksets, door holders

electrified hardware and fire exit hardware for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.

.2 Include catalogue pages, parts lists, manufacturer’s name and contact information, maintenance instructions.


.1 Regulatory Requirements:

.1 Hardware for doors in fire separations and exit doors certified by a Canadian Certification Organization accredited by Standards Council of Canada.

.2 Test Reports: certified test reports showing compliance with specified performance characteristics and physical properties.


.4 Pre-installation Meetings: conduct pre-installation meeting to verify project requirements, manufacturer's installation instructions and manufacturer's warranty requirements.

.5 Hardware supplier must have on staff an Architectural Hardware Consultant or person of equivalent qualification and experience. Hardware supplier must have been in hardware supply for a minimum of two (2) years, have supplied similar type projects, and have adequate facilities to service project.


.1 Packing, Shipping, Handling and Unloading:

.1 Deliver, store, handle and protect materials in accordance with Section 01 61 00 - Common Product Requirements.

.2 Package each item of hardware including fastenings, separately or in like groups of hardware, label each package as to item definition and location.

.2 Storage and Protection:

.1 Store finishing hardware in locked, clean and dry area.

1.8 WARRANTY

.1 Furnish a one (1) year written warranty for all products with exceptions of:

.1 Door closers, mortise locksets and latches which shall be warranted for ten (10) years.

.2 Exit devices and trim, overhead holders and stops for five (5) years.

.3 Electromechanical and electronic products two (2) years.

1.9 MAINTENANCE

.1 Extra Materials:

.1 Provide maintenance materials in accordance with Section 01 78 00 - Closeout Submittals.




1.10 KEYING

.1 Permanent Cores to be supplied by owner.

Part 2 Products

2.1 HARDWARE ITEMS

.1 Use one manufacturer's products only for similar items.

2.2 SCHEDULE

.1 Refer to Schedule found on drawings.

2.3 FASTENINGS

.1 Use only fasteners provided by manufacturer. Failure to comply may void warranties and applicable licensed labels.

.2 Supply screws, bolts, expansion shields and other fastening devices required for satisfactory installation and operation of hardware.

.3 Exposed fastening devices to match finish of hardware.

.4 Where pull is scheduled on one side of door and push plate on other side, supply fastening devices, and install so pull can be secured through door from reverse side. Install push plate to cover fasteners.

.5 Use fasteners compatible with material through which they pass.

Part 3 Execution



.2 Furnish metal door and frame manufacturers with complete instructions and templates for preparation of their work to receive hardware.

.3 Furnish manufacturers' instructions for proper installation of each hardware component.

3.2 INSTALLATION

.1 Install hardware to standard hardware location dimensions in accordance with Canadian Metric Guide for Steel Doors and Frames (Modular Construction) prepared by Canadian Steel Door and Frame Manufacturers' Association.

.2 Where door stop contacts door pulls, mount stop to strike bottom of pull.




.3 Use only manufacturer's supplied fasteners. Failure to comply may void manufacturer's

warranties and applicable licensed labels. Use of "quick" type fasteners, unless specifically supplied by manufacturer, is unacceptable.

3.3 ADJUSTING

.1 Adjust door hardware, operators, closures and controls for optimum, smooth operating condition, safety and for weather tight closure.

.2 Lubricate hardware, operating equipment and other moving parts.

.3 Adjust door hardware to provide tight fit at contact points with frames.

3.4 CLEANING

.1 Perform cleaning after installation to remove construction and accumulated environmental dirt.

.2 Clean hardware with damp rag and approved non-abrasive cleaner, and polish hardware in accordance with manufacture's instructions.

.3 Remove protective material from hardware items where present.


END OF SECTION


94 Ottawa Street GLAZING


Part 1 General


.1 Section 01 45 00 - Quality Control.

.2 Section 01 78 00 - Closeout Submittals.

1.2 REFERENCES

.1 American Society for Testing and Materials International, (ASTM).

.1 ASTM C542-94 (1999), Specification for Lock-Strip Gaskets.

.2 ASTM D790-02, Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials.

.3 ASTM D2240-02b, Test Method for Rubber Property - Durometer Hardness.

.4 ASTM E84-01, Test Method for Surface Burning Characteristics of Building Materials.

.2 Canadian General Standards Board (CGSB).

.1 CAN/CGSB-12.1-M90, Tempered or Laminated Safety Glass.

.2 CAN/CGSB-12.3-M91, Flat, Clear Float Glass.

.3 CAN/CGSB-12.5-M86, Mirrors, Silvered.

.4 CAN/CGSB-12.8-97, Insulating Glass Units.

.5 CAN/CGSB-12.11-M90, Wired Safety Glass.


.1 CSA Certification Program for Windows and Doors 2000.

.4 Environmental Choice Program (ECP).

.1 CCD-045-95, Sealants and Caulking.

.5 Flat Glass Manufacturers Association (FGMA).

.1 FGMA Glazing Manual - 1997.

1.3 SYSTEM DESCRIPTION

.1 Performance Requirements:

.1 Provide continuity of building enclosure vapour and air barrier using glass and glazing materials as follow:

.1 Utilize inner light of multiple light sealed units for continuity of air and vapour seal.

.2 Size glass to withstand wind loads, dead loads and positive and negative live loads.

1.4 SUBMITTALS

.1 Product Data:

.1 Submit manufacturer's printed product literature, specifications and data sheet in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit duplicate mm size samples of and sealant material.




.2 Closeout Submittals:

.1 Provide maintenance data including cleaning instructions for incorporation into manual specified in Section 01 78 00 - Closeout Submittals.



1.6 SITE CONDITIONS

.1 Environmental Requirements:

.1 Install glazing when ambient temperature is 10 degrees C minimum. Maintain ventilated environment for 24 hours after application.

.2 Maintain minimum ambient temperature before, during and 24 hours after installation of glazing compounds.

Part 2 Products

2.1 MATERIALS: GLAZING

.1 Insulating glass units: to CAN/CGSB-12.8, double unit, 25mm overall thickness for exterior doors and windows:

.1 Glass: to CAN/CGSB-12.1.

.2 Glass thickness: ¼”

.3 Inter-cavity space: low conductivity spacers.

.4 Glass coating: surface number 3, low "E".

.5 Inert gas fills: argon.

.6 Glass Colour: To Match Existing

2.2 ACCESSORIES

.1 Setting blocks: Neoprene Shore A durometer hardness to ASTM D2240, to suit glazing method, glass light weight and area.

.2 Spacer shims: Neoprene. Shore A durometer hardness to ASTM D2240, 75 mm long x one half height of glazing stop x thickness to suit application. Self adhesive on one face.

.3 Glazing tape:

.1 Preformed butyl compound, Shore A durometer hardness to ASTM D2240; coiled on release paper; black colour.

.4 Glazing splines: resilient polyvinyl chloride, extruded shape to suit glazing channel retaining slot, colour as selected.

.5 Glazing clips: manufacturer's standard type.

.6 Lock-strip gaskets: to ASTM C542.

.7 Stainless steel clips for mounting washroom mirrors.




Part 3 Execution


.1 Compliance: Comply with manufacturer's written data, including product technical bulletins, product catalogue installation instructions, product carton installation instructions, and data sheets.

3.2 EXAMINATION

.1 Verify that openings for glazing are correctly sized and within tolerance.

.2 Verify that surfaces of glazing channels or recesses are clean, free of obstructions, and ready to receive glazing.

3.3 PREPARATION

.1 Clean contact surfaces with solvent and wipe dry.

.2 Seal porous glazing channels or recesses with substrate compatible primer or sealer.

.3 Prime surfaces scheduled to receive sealant.

3.4 INSTALLATION: EXTERIOR WET/DRY METHOD (PREFORMED TAPE AND

SEALANT)

.1 Perform work in accordance with FGMA Glazing Manual and Laminators Safety Glass Association - Standards Manual for glazing installation methods.

.2 Cut glazing tape to length and set against permanent stops, 6mm below sight line. Seal corners by butting tape and dabbing with sealant.

.3 Apply heel bead of sealant along intersection of permanent stop with frame ensuring full perimeter seal between glass and frame to complete continuity of air and vapour seal.

.4 Place setting blocks at 1/4 1/3 points, with edge block maximum 150mm from corners.

.5 Rest glazing on setting blocks and push against tape and heel head of sealant with sufficient pressure to attain full contact at perimeter of light or glass unit.

.6 Install removable stops with spacer strips inserted between glazing and applied stops 6mm below sight line. Place glazing tape on glazing light or unit with tape 16mm below sight line.

.7 Fill gap between glazing and stop with sealant to depth equal to bite of frame on glazing, maximum 9mm below sight line.

.8 Apply cap head of sealant along void between stop and glazing, to uniform line, flush with sight line. Tool or wipe sealant surface smooth.

3.5 CLEANING

.1 Perform cleaning after installation to remove construction and accumulated environmental dirt.

.2 Remove traces of primer, caulking.




.3 Remove glazing materials from finish surfaces.

.4 Remove labels after work is complete.

.5 Clean glass and mirrors using approved non-abrasive cleaner in accordance with manufacture's instructions.


3.6 PROTECTION OF FINISHED WORK

.1 After installation, mark light with an "X" by using removable non marking plastic tape or paste.

END OF SECTION