project manual pt 16-07 - kfhc.ca · project manual . pt 16-07 . location: scattered units ......

PROJECT MANUAL

PT 16-07

LOCATION: Scattered Units (19) (as listed) Kingston, ON

WORK: Window Replacements PRE-BID MEETING: Thursday April 21, 2016 at 10:00 a.m. 19 Barbara Avenue Kingston, ON

CLOSING DATE: April 28, 2016 11:00:00 a.m. Local Time

- - - -

Contractor Name and Address: Closing Date April 28, 2016

PUBLIC TENDER BID ENVELOPE Time 11:00:00 a.m. Local

DO NOT OPEN

Description of Work Window Replacements

Kingston & Frontenac Housing Corporation 119 Van Order Drive KINGSTON, ON K7M 1B9 Address

Scattered Units (19) (as listed), Kingston, ON

Tender No. PT 16-07

JOB NO: PT 16-07 OFFICE: Kingston & Frontenac Housing Corporation JOB DESCRIPTION: Window Replacements – Scattered Units (19) Kingston

TABLE OF CONTENTS BID/CONTRACT DOCUMENTS NO. OF PAGES Bid Forms 3 (attached) Specification 131 Drawings 5 NOTE: Bidders must ensure that they receive all the contents listed above. Any omissions must be drawn to the attention of the Housing Office at least five (5) days prior to bid closing.

Kingston & Frontenac Housing Corporation - Window Replacement Section 00 01 10 RJC # TOR.226268.0001 SPECIFICATION INDEX APRIL 2016 PT 16-07 Page 1

SPECIFICATION INDEX DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 15 List of Drawings ............................................................................................................................... 1 00 21 13 General Instructions .......................................................................................................................... 2 00 21 16 Instruction to Bidders ........................................................................................................................ 2 00 31 13 Bidders Information .......................................................................................................................... 1 00 31 26 Hazardous Materials ......................................................................................................................... 2 00 31 26.23 Existing Hazardous Materials Information – Appendix “B”............................................................. 1 00 41 13 Bid Form ........................................................................................................................................... 2 Work Performance Reference – Appendix “A” .................................................................................. 1 00 62 11 Bid Bond............................................................................................................................................ 1 00 61 13.13 Performance Bond ............................................................................................................................. 2 00 72 13 General Conditions ........................................................................................................................... 7 DIVISION 01 – GENERAL REQUIREMENTS 01 11 00 Summary of Work ............................................................................................................................. 3 01 11 01 Use of Site ......................................................................................................................................... 3 01 25 13 Alternatives ....................................................................................................................................... 2 01 29 76 Payment and Warranty… .................................................................................................................. 2 01 31 13 Coordination ..................................................................................................................................... 2 01 31 19 Project Meetings ............................................................................................................................... 3 01 33 00 Submittals ......................................................................................................................................... 4 01 52 00 Temporary Facilities ......................................................................................................................... 4 01 56 00 Protection of Work and Property ...................................................................................................... 9 01 61 00 Material and Equipment .................................................................................................................... 2 01 74 00 Waste Removal and Cleaning ........................................................................................................... 3 01 77 00 Contract Close-Out ........................................................................................................................... 2 01 78 23 Maintenance and Renewal Manual ................................................................................................... 2 01 78 36 Warranties ......................................................................................................................................... 2 01 78 39 Project Record Drawings .................................................................................................................. 2 DIVISION 02 – EXISTING CONDITIONS 02 41 13 Selective Demolition ......................................................................................................................... 3 DIVISION 06 – WOOD, PLASTICS AND COMPOSITES 06 10 00 Rough Carpentry ............................................................................................................................... 4 06 20 00 Finish Carpentry ................................................................................................................................ 2 DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 62 00 Metal Flashing and Trim ................................................................................................................... 6 07 65 16 Self-Adhering Membrane ................................................................................................................. 6 07 92 10 Sealants and Caulking ....................................................................................................................... 3

Kingston & Frontenac Housing Corporation - Window Replacement Section 00 01 10 RJC # TOR.226268.0001 SPECIFICATION INDEX APRIL 2016 PT 16-07 Page 2 DIVISION 08 – DOORS AND WINDOWS 08 53 13 Vinyl Windows 1st Class ................................................................................................................. 19 DIVISION 09 – FINISHES 09 29 00 Gypsum Board .................................................................................................................................. 6 09 91 23 Interior painting and Finishing ........................................................................................................ 12 DIVISION 26 – ELECTRICAL 26 01 00 General Electrical Requirements ....................................................................................................... 4

DIVISION 0 - BIDDING REQUIREMENTS AND CONTRACT CONDITIONS Kingston & Frontenac Housing Corporation - Window Replacement Section 00 01 15 RJC JOB # TOR.115158.0001 LIST OF DRAWINGS APRIL 2016 PT 16-07 Page 1

1.0 GENERAL The drawings listed below will be included in the General Contractor/ Owner agreement

and will become part of the contract.

Drawing No.

Drawing Title Date

Cover Page and General Notes April 2016 S1.1 3 Bedroom Unit Front and Rear Elevations April 2016 S1.2 4 Bedroom Unit Front and Rear Elevations April 2016 S2.1 Window Schedule April 2016 S3.1 Window Sections and Details April 2016

END OF SECTION

Kingston & Frontenac Housing Corporation General Instructions April 2016 PT 16-07 00 21 13 Page 1

1.1 Initial On-site Meeting

.1 Contractor will be notified by Kingston & Frontenac Housing Corporation as to the time and place of the Initial On-Site Meeting.

.2 General Manager (or his designate) will hand the Purchase Order and (1) set of

Contract Documents to the Contractor.

.3 Contract Supervisor will review the extent of the work with the Contractor and determine responsibilities, schedules and sequence of activities.

.4 Contract Supervisor will convene meetings during the term of the contract, as

agreed to at the Initial On-Site Meeting, or as necessary. 1.2 Co-operation

.1 Co-operate with Kingston & Frontenac Housing Corporation and arrange for all work to be expedited with the minimum of inconvenience to all parties, and report in writing any difficulties encountered in expediting the work.

1.3 Supervision and Workmanship

.1 Execute work in the most efficient manner and in accordance with the directions and to the satisfaction of the Owner. Employ a competent supervisor who remains in charge until the work is completed in accordance with section 14 of OHSA.

.2 Ensure that only skilled and certified tradesmen are employed.

.3 Repair, replace or otherwise make good all unacceptable work.

1.4 Contract Management

.1 Contract management will be co-ordinated by Kingston & Frontenac Housing Corporation.

.2 Contract Supervisor will be named on the Purchase Order.

1.5 Use of Site Facilities

.1 Furnish all labour, materials, equipment, transportation, storage of tools, and any other incidentals required.

.2 Existing sanitary services, where provided, may be used by the Contractor and his

personnel. If not available at the specific project, the Contractor must provide this service at his own expense.

Kingston & Frontenac Housing Corporation General Instructions April 2016 PT 16-07 00 21 13 Page 2

1.6 Utilities

.1 Use the electrical service and water service at the site only as directed by the Contract Supervisor.

.2 Supply and pay for hoses, extension cords, special wiring or boxes as required. 1.7 Hours of Work

.1 Work will be carried out between the hours of 7:00 A.M. and 5:00 pm Monday through Friday.

1.8 Interference

.1 Maintain normal building operation and traffic flow, with a minimum of inconvenience to residents. In general, no essential services such as electric power and domestic hot water supply are to be interrupted for more than one continuous hour, and no longer than three consecutive hours for the heating system during the heating season. In all cases, previous arrangements are to be made and approval obtained from Kingston & Frontenac Housing Corporation.

1.9 Protection

.1 Provide adequate protection to public and property.

.2 Protect existing buildings, walls, floors, ceilings, furnishings, equipment, plant materials, lawns, etc. from any damages resulting from performing work on this Contract. Any damages to be repaired without cost to the Owner.

.3 Protect new work from damages from any cause. All finished surfaces must be

protected so that no marks or scratches mar the finished surfaces prior to acceptance of the work.

.4 Protect and be responsible for all new finished and unfinished work which is

exposed and susceptible to vandalism or theft. 1.10 Daily Clean-up

.1 Remove all excess debris and leave areas of work broom clean. 1.11 Final Clean-up

.1 Clean all areas of work to the satisfaction of the Contract Supervisor. 1.12 Underground Services

.1 Be responsible for the protection of all pipes, ducts, cables, conduits, wires and other services against damage arising from the execution of the work during the contract period.

End of Section

Kingston & Frontenac Housing Corporation Instructions to Bidders April 2016 PT 16-07 00 21 16 Page 1

1.1 Bid Submissions

.1 Offers signed under seal, executed, and dated will be received by the Owner not later than the date, time and location specified.

.2 Bids will be opened publicly immediately after the time stipulated.

.3 Failure to meet the requirements of the Bid Documents will result in

disqualification.

.4 Offers submitted after the specified time will be returned to the bidder unopened.

.5 Verbal or electronically submitted information will not be accepted as part of the bid documents.

.6 Bidders must not submit the entire tender specification documents with their bid

submission forms. 1.2 Bid Security

.1 Bidders must submit either; a Bid Bond from a Surety acceptable to the Owner, a Certified Cheque, a Bank Draft or an irrevocable letter of Credit in favour of the Owner.

.2 The amount must be as stipulated and valid for a period of sixty (60) days from

the date of Bid Closing. 1.3 Site Examination

.1 Prior to submitting a bid, carefully examine the site of the proposed work, evaluate the existing conditions and limitations and include all costs to fulfil the contract.

.2 Report any discrepancy, errors or omissions to the Owner not less than (72) hours

prior to Bid Closing. 1.4 Taxes And Duties

.1 Bidders must make provision in their Bids to cover the full cost of all applicable taxes, permits and fees.

.2 The Owner will obtain and pay for Municipal Building Permits when required by

the Ontario Building Code.

.3 In the event of any change in any applicable tax made public after the date of tender closing, the Contract Price shall be adjusted by an amount equal to the increase or decrease in the cost of the Work to the Contractor brought about by the change in such tax.

Kingston & Frontenac Housing Corporation Instructions to Bidders April 2016 PT 16-07 00 21 16 Page 2

1.5 Employment Equity

.1 In accordance with the employment equity goals, Kingston & Frontenac Housing Corporation encourages bidders to take an active role in supporting and facilitating opportunities for employment equity designated groups.

1.6 Award Of Contract

.1 Bids will be evaluated on stipulated price only; however, the Owner reserves the right to accept or reject any or all offers.

.2 If a Bidder withdraws his Bid after the Bid closing or if the Bidder does not

provide Performance Security, Certificate of Liability Insurance or any other document required; the Owner may retain the Bid Security for its use.

.3 The Contract is deemed to be awarded on the date that the Owner advises the

Bidder in writing of such award. 1.7 Canadian Content

.1 The Owner reserves the right to give preference to materials, products and equipment of Canadian origin and manufacture.

Kingston & Frontenac Housing Corporation Bidders Information April 2016 PT 16-07 00 31 13 Page 1

1.1 Description of Work

.1 Work under this Contract involves: window replacements at Scattered Units (19) Various Addresses as listed, Kingston, Ontario, as specified and detailed.

2.1 Project Design

.1 Project design: Read Jones Christoffersen

1331 Frank Street Kingston, ON K7P 0C1 | c: 343-363-3149 t: 613-767-6936 | f: 613-767-8276

3.1 Inquiries/Access To Site

.1 Address all inquiries to: Scott VanderSchoor Manager of Technical Services Kingston & Frontenac Housing Corporation t: 613.546.5591 ext. 1560 | f: 613.546.9375 119 Van Order Drive Kingston, ON K7M 1B9 [email protected]

.2 Addenda will be issued in all cases where questions result in changes or

clarification to BID DOCUMENTS. 4.1 Pre-Bid Meeting

.1 A pre-bid briefing meeting will be held at 10:00 a.m. on Thursday April 21, 2016 at 19 Barbara Avenue, Kingston, ON.

5.1 Completion Date

.1 Work will commence upon Award of Contract, carry on in a continuous manner and be completed by July 31, 2016.

6.1 Bid Acceptance

.1 The lowest or any offer will not necessarily be accepted.

End of Section

mailto:[email protected]

Kingston & Frontenac Housing Corporation Hazardous Materials March 2016 PT 16-07 00 31 26 Page 1 of 2 PART 1 - GENERAL 1.1 Scope

.1 The following have been confirmed as containing asbestos: as outlined in Appendix B attached. Removal shall be undertaken by persons qualified in remediation and in

accordance with Ontario Regulation 278/05 as may be necessary in order to complete the work as specified.

1.2 Reference Standards

.1 All disturbance of asbestos materials during construction or maintenance is governed by Ontario Regulation 278/05, Designated Substance – Asbestos on Construction Projects and in Buildings and Repair Operations.

.2 Do work in strict accordance with the Ontario Ministry of Environment,

Construction Safety Act of Ontario, the Occupational Health and Safety Act and Regulations for Construction Projects and municipal by-laws.

1.3 Protection

.1 Contractor must ensure that all adjacent private and public properties are protected from air borne particulates resulting from this work.

.2 Install protective fences, barricades & signs as required.

.3 Keep noise, dust, and inconvenience to occupants to minimum.

.4 Protect building systems, services and equipment.

.5 Provide temporary dust screens, covers, railings, supports and other protection as

required.

1.4 Disposal

.1 Arrange to remove all debris from the job site at the end of each working day.

.2 Do not stockpile nor use the waste facilities of the Housing Corporation.

.3 Asbestos-containing waste must be packaged, labelled, transported and disposed of in accordance with the requirements of the Ontario Ministry of Environment

PART 2 - PRODUCTS (Not Applicable)

Kingston & Frontenac Housing Corporation Hazardous Materials March 2016 PT 16-07 00 31 26 Page 2 of 2

PART 3 - EXECUTION

3.1 Demolition .1 Asbestos-containing material to be demolished or may be in close proximity to

work area is limited to the following: (This is not a scope of work) as outlined in Appendix B attached.

3.2 Inspection .1 Arrange for an inspection by Contract Supervisor of sub-surfaces after demolition

but before new work begins.

.2 Do not proceed with other work until approval is given by the Contract Supervisor.

3.3 Clean-Up .1 Leave the site in a clean and safe condition at the end of each working day.

End of Section

Kingston & Frontenac Housing Corporation Existing Hazardous Materials Information April 2016 PT 16-07 00 31 26.23 Page 1

Appendix B Asbestos Found as of May 29, 2006

The following locations are known to contain asbestos: 122&126 Weller - Duct Insulation 85& 87 Wilson - Duct Insulation 81& 79 Butler - Duct Insulation - Drywall Joint Compound 31 & 33 Barbara - Duct Insulation - Drywall Joint Compound 122 Drennan - Duct Insulation

- Drywall Joint Compound 142 & 146 Drennan - Duct Insulation - Floor Tile 25 & 29 Barbara - Duct Insulation - Floor Tile 19 & 21 Barbara - Duct Insulation 40 & 42 Barbara - Duct Insulation 134 & 136 Ford - Duct Insulation - Drywall Compound

Kingston & Frontenac Housing Corporation BID FORM PT 16-07 Window Replacements for Scattered Units (19) as listed, Kingston, ON Section 00 30 00 April 2016 Page 1 Scott VanderSchoor Kingston & Frontenac Housing Corporation 119 Van Order Drive Kingston, ON K7M 1B9 Re: PT 16-07 Window Replacements

Scattered Units (19) – as listed Kingston, Ontario

l. I/We (Company Name)

having examined the Bid Documents and visited the Project Site; hereby offer to enter into a Contract to perform the work required in the Bid Documents for the STIPULATED PRICE of

Dollars ($ ) including payment of all applicable federal, provincial and municipal taxes.

This Bid is firm, irrevocable and open to acceptance by the Owner for sixty (60) days from the date of Bid closing.

2. The following amount of HST has been included in the above STIPULATED

PRICE

$ HST REGISTRATION NO. . 3. I/We agree to comply in all respects with the requirements set out in the Bid

Documents including ADDENDA No. to No. inclusive. [If no addenda have been received, indicate 'NIL' in the spaces provided]. 4. I/We agree to commence this work immediately upon being notified in writing to

do so by the Housing Corporation and that work will be done on a continuous basis.

5. I/We expressly warrant that the prices contained in my/our bid, whether as unit

prices or lump sums are quoted in utmost good faith on my/our part without any collusive arrangement or agreement with any other person or partnership or corporation and that I/we are not party or privy to any deceit tending to mislead the Owner into accepting my/our bid as a truly competitive offer.

6. I/We agree to complete all work required, acceptable to the Owner.

Kingston & Frontenac Housing Corporation BID FORM PT 16-07 Window Replacements for Scattered Units (19) as listed, Kingston, ON Section 00 30 00 April 2016 Page 2 7. I/We enclose a bid bond, certified cheque, bank draft or irrevocable letter of

credit in the amount of $ 3,000.00 payable to Kingston & Frontenac Housing Corporation and valid for sixty (60) days from the date of bid closing.

8. Tax Compliance Declaration

I hereby certify that (name of company) at the time of submitting this bid, is in compliance with all tax statutes administered by the Ministry of Finance for Ontario and that in particular, all returns required to be filed under all provincial tax statutes have been filed and all taxes due and payable under those statutes have been paid or satisfactory arrangements for their payments have been made and maintained.

SIGNED AND SEALED * this day of , 2016. (print full name) Contractor:

Signing Officer:

Address:

WSIB Account Number:

City:

Postal Code:

Telephone No:

Fax No.:

Signature: Printed Signature: Email Address: NOTE: BIDDERS ARE ADVISED THAT FAILURE TO COMPLETE THIS FORM

WILL CAUSE DISQUALIFICATION.

* Affix Corporate Seal (if applicable).

WORK PERFORMANCE REFERENCE PT 16-07

Appendix “A” NOTE:

(1) Reference must be from persons or companies for whom you have performed work within the last twenty-four (24) months. Also reference must be for work of the same nature as that called for in the contract.

(2) If you have performed work for Kingston & Frontenac

Housing Corporation within the past forty-eight months please use them as one of your references. Failure to do so may be cause for disqualification.

1. Name: Address: Telephone: 2. Name: Address: Telephone: 3. BANK REFERENCE Name of Branch: Address: Telephone: FIRM: ADDRESS: TELEPHONE: Date Signature

Kingston & Frontenac Housing Corporation Performance Bond 00 61 13.13 Bond No. Project No. Amount $ Contract Know All men By These Presents, that we

hereinafter called “the Principal”,

and

hereinafter called “the Surety”,

are jointly and severally held and firmly bound unto the Kingston & Frontenac Housing Corporation hereinafter called “the Obligee”, its successors and assigns, in the sum of Dollars ($) of lawful money of Canada, to be paid unto the Obligee, for which payment well and truly to be made we the Principal and Surety jointly and severally bind ourselves, our and each of our respective heirs, executors, administrators, successors and assigns by these presents. Signed and Sealed with our respective seals and dated this day of 2016. Whereas by an agreement in writing dated the day of 2016, the Principal has entered into a contract with the Obligee, hereinafter called “the Contract”, for the construction, alternation, repair or maintenance of a public work, namely as in the Contract provided, which Contract is by reference herein made a part hereof as fully to all intents and purposes as though recited in full herein. / 2

..2 Now Therefore The Condition Of This Obligation is Such that if the Principal shall at all times duly perform and observe the Contract or as the same be changed, altered or varied as hereinafter provided, to the satisfaction of the Obligee and shall at all times fully indemnify and keep indemnified the Obligee from and against all and any manner of loss, damage, expense, suits, actions, claims, liens, proceedings, demands, awards, payments and liabilities arising out of or in any manner based upon or attributable the Contract and shall fully reimburse and repay the Obligee for all outlay, obligation or payment incurred or undertaken to be made by the Obligee pursuant to the Contract, then this obligation shall be void, but otherwise it shall be and remain in full force and effect. Provided further and it is hereby agreed and declared that there shall be no liability under this instrument of the Principal and Surety for payment of any claims for labour, material or services used or reasonably required for use in the performance of the Contract. Provided further and it is hereby agreed and declared that any suit under this instrument must be instituted before the expiration of two (2) years from the date as may have been postponed by the Obligee from time to time on which final payment under the Contract falls due. Provided always and it is hereby agreed and declared that the Obligee and the Principal have the right to change, alter and vary the terms of the Contract and that the Obligee may in its discretion at any time or times take and receive from the Principal any security whatsoever and grant any extension of time thereon or on any liability of the Principal to the Obligee. Provided further and it is hereby agreed and declared that the Principal and the Surety shall not be discharged or released from liability hereunder and that such liability shall not be in any way affected by any such changes, alterations, or variations, taking or receiving of security, or extension of time, as aforesaid, or by the exercise by the Obligee of any of the rights or powers reserved to it under the Contract or by its forebearance to exercise any such rights or powers, including (but without restricting the generality of the foregoing) any changes in the extent or nature of the works to be constructed, altered, repaired or maintained under the Contract, or by any dealing, transaction, forebearance or forgiveness which may take place between the Principal and the Obligee. Provided further and it is hereby agreed and declared that the Surety shall not be liable for a greater sum than that specified in this bond. In Witness Whereof the Principal and the Surety have executed these presents. Signed and Sealed By The Principal In the presence of:

Witness

Occupation

Address

Principal

Surety

Kingston & Frontenac Housing Corporation Bid Bond 00 62 11 Bond No. Project No. Amount $ Know All men By These Presents, that As Principal, hereinafter called the Principal, and as Surety, hereinafter called the Surety, are held and firmly bound unto Kingston & Frontenac Housing Corporation as Obligee, in the amount of Dollars ($ ) lawful money of Canada, for the payment of which sum, well and truly to be made, the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, the Principal has submitted a written proposal, (or tender) to the Obligee dated the day of ,2016, for Now Therefore The Condition Of This Obligation in such that if the aforesaid Principal shall have the tender accepted within sixty (60) days from the closing date of the Call for Tenders and the said Principal will, within such reasonable time as may be allowed after notice of such acceptance, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of the contract, then this obligation shall be null and void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between the amount of the bid of the said Principal and amount for which the Obligee legally contracts with another party to perform the work if the latter amount be in excess of the former. The Surety shall not be liable for a greater sum than the specified penalty of this Bond. Any suit under this Bond must be instituted before the expiration of six months from the date of this Bond. The Testimony Whereof, the Principal has hereunto set its had and affixed its seal, and the Surety has caused these presents to be sealed with its corporate seal duly attested by the signatures of its duly authorized officers, this day of , A.D. 2016. Signed, Sealed and Delivered in the Presence of:

Principal

Surety

Kingston & Frontenac Housing Corporation General Conditions April 2016 PT 16-07 00 72 13 Page 1

1.1 Definitions .1 Whenever any of the following words or phrases are used in the contract, they

shall have the meanings attributed to them, as follows: .1 "Bid" means any bid, tender or offer submitted by a bidder pursuant to the

Instructions to Bidders.

.2 "Owner" means Kingston & Frontenac Housing Corporation.

.3 "Contractor" means the person, firm or corporation identified on the Purchase Order responsible for the work of this contract.

.4 “Constructor” means a person who undertakes a project for an owner and

includes an owner who undertakes all or part of a project by himself or by more than one employer; Occupational Health & Safety Act (OHSA) and Regulations for Construction Projects O.Reg. 213/91 including all subsequent updates.

.5 "Contract Price" means the total price including tax the Owner has agreed

to pay the Contractor for the work stipulated in the Contract, and in any event shall not exceed the amount specified in the Purchase Order.

.6 "Business Day" means any day except a Saturday, Sunday or statutory

holiday.

.7 "Building Code" means the Ontario Building Code (latest edition). .8 "As detailed" means as shown on the drawings.

.9 "As specified" means as specified herein.

.10 "Provide" means supply and install.

.11 “Controlled” has the same meaning as in subsection 1 (5) of the Business

Corporation Act. 1.2 Precedence of Documents and Interpretation

.1 Whenever the words "shall" or "will" are used in the Contract, they have the meanings attributed to them in the Interpretation Act of Ontario.

.2 Whenever words which have well known technical or trade meanings are used in

the Contract, they are used in accordance with such recognized meanings.

.3 The documents forming the Contract are complementary, and what is required by any one shall be as binding as if required by all.

The following documents all form part of the Contract: - Instructions to Bidders


- Supplementary Conditions - General Conditions - Bid Form - Specifications with Appendices and Addenda - Schedules - Drawings - Award Letter - Purchase Order

.4 In the event of conflict between documents, the following priorities shall apply:

- Documents of later date shall govern; - Supplementary Conditions shall govern over General Conditions; - General Conditions shall govern over Specifications; - Specifications shall govern over Drawings; - Figured dimensions shown on the Drawings shall govern even though they may differ from scaled dimensions. - Drawings of larger scale shall govern over those of smaller scale of the same date.

1.3 Performance Security

.1 Provide performance security in favour of the Owner in order to secure the due and faithful performance of the contract. Such performance security will be as follows:

.1 A Performance Bond issued by a Surety Company acceptable to the Owner

in an amount equal to 50% of the Contract Price including tax. .2 If the Contract Price including tax is less than $1,000,000, the following

alternate forms of security are acceptable: .1 an irrevocable letter of credit, bank draft, or certified cheque; or .2 bearer or negotiable bonds of Dominion of Canada, Province of

Ontario, or the Ontario Hydro Electric Power Commission (bonds to be assessed at market not face value); or

.3 such other collateral, excluding a letter of guarantee, as may be acceptable to the Owner; in each case, the bond alternative forms of security must be equivalent to 20% of the Contract Price.

.3 For contracts under $100,000 in value, the alternate forms of security are reduced to 10% of the contract amount.

.2 If the Contractor fails to meet these requirements within the time stipulated by the

award letter, the Owner retains the right to terminate the contract and use the bid security towards damages.

.3 Where security is in the form of a Performance Bond, the document will be

retained by the Owner for a period of two (2) years from the date of substantial completion, after which it will be returned to the Contractor.

.4 Where alternate security is provided, it will be returned to the Contractor (90)

days after completion of the work and correction of all deficiencies.


.5 Where deficiencies involve seasonal work which must be postponed, sufficient funds will be retained from the contract amount to cover the cost of completing such deficiencies and the Performance Security returned to the Contractor. Where contract funds are not available, the Performance Security may be reduced to the amount required to cover the correction of the deficiencies and the balance of the security returned to the Contractor.

1.4 Insurance

.1 Contractor must keep in force for the duration of the contract Public Liability and Property Damage Insurance in an amount not less than $2,000,000. Without limiting the foregoing, such Insurance Coverage shall include Comprehensive General Liability; Contractual Liability; Personal Injury; and Contingent Liability with respect to Sub-Contractors. Submit proof of same in the form of an Insurance Certificate which lists Kingston & Frontenac Housing Corporation as an additional insured but only with respect to the operations of the named insured. Such Insurance Certificate must contain a firm undertaking to give the Owner thirty (30) days notice prior to any cancellation.

.2 If the Contractor fails to meet the requirements of this item within the time

stipulated by the award letter, the Owner retains the right to terminate the contract and use the Bid Security toward damages.

1.5 Workplace Safety & Insurance Board (WSIB)

.1 Contractor will submit, evidence of compliance with all of the requirements of the Workplace Safety & Insurance Board (WSIB) of Ontario, including payments due thereunder. Such evidence must be furnished to the Owner before final payment is made.

1.6 Assignment of Contract or Proceeds of Contract .1 Contractor acknowledges that neither the Contract nor the proceeds thereof, may

be assigned without the written consent of the Owner. 1.7 Taking The Work Out of The Contractors Hands

.1 The Owner may, without any authorization, take all or part of the work out of the Contractors hands and may employ such means as it may see fit to complete the work, including the use of Performance Security when applicable, in any of the following cases, namely:

.1 where the Contractor has made default or has delayed in commencing or in

diligently executing the work or any portion thereof to the satisfaction of the person designated on the Purchase Order, and the Owner has given notice thereof to the Contractor, and has by such notice required the Contractor to put an end to such default or delay, and such default or delay continues for seven (7) days after such notice was communicated.


.2 where the Contractor has made default in the completion of the work, or any portion thereof, within the time limit for such completion by the Contract.

.3 where the Contractor has become insolvent.

.4 where the Contractor has committed an act of bankruptcy.

.5 where the Contractor has abandoned the work.

.6 where the Contractor has made an assignment of the Contract without the

required consent of the Owner; or

.7 where the Contractor has otherwise failed to observe or perform any of the provisions of the Contract.

.2 Where the work or any portion thereof has been taken out of the Contractor's

hands, the Contractor will not be entitled to any further payment, including payments then due and payable but not paid, and the obligation of the Owner to make payments shall be at an end, and the Contractor shall be liable upon demand therefore to pay the Owner an amount equal to all loss and damage suffered by reason of the non-completion of the work by the Contractor.

.3 Where the work or any portion thereof has been taken out of the Contractor's

hands and that portion is subsequently completed by the Surety, or by the Owner, the Owner will determine the amount, if any, of the holdback and progress claims of the Contractor unpaid at the time of taking the work out of his hands that in the Owners opinion is not required for the purposes of the Contract and the Owner may, if it is of the opinion that no financial prejudice will result, pay that amount to the Contractor.

.4 The taking of the work, or any portion thereof, out of the Contractor's hands does

not operate so as to relieve or discharge the Contractor from any obligations under the Contract or imposed upon him by law, except the obligation to complete the physical execution of that portion of work so taken out of his hands.

1.8 Indemnification Claims

.1 Contractor will indemnify and save harmless the Owner from all claims relating to labour and materials furnished or supplied in executing the Contract and from and against all claims, demands, losses, costs, damages, actions, suits or proceedings by whomsoever made, brought or prosecuted in any manner based upon, arising out of, related to, occasioned by or attributable to the activities of the Contractor in performing the Contract, or to an infringement or an alleged infringement by the Contractor of a patent of invention.


1.9 Sub-contractors

.1 On request, the Contractor will provide a complete and firm list of names and addresses of the sub-Contractors whom he will use for the work.

.2 Contractor agrees to: .1 require his sub-contractors to perform their work in accordance with and

subject to the terms and conditions of the Contract Documents, and;

.2 be fully responsible to the Owner for acts and omissions of his subcontractors and of persons directly or indirectly employed by them as for acts and omissions of persons directly employed by him. The Contractor therefore agrees that he will incorporate all the terms and conditions of the Contract Documents into all sub-contract agreements.

.3 nothing contained in the Contract Documents shall create any contractual

relationship between any subcontractor and the Owner. 1.10 The Residential Tenancy Act

.1 In accordance with the Residential Tenancy Act, access to premises of residents may only be gained by permission of the resident, or as necessary, upon the landlord giving notice to the resident specifying the time of entry not less than twenty-four (24) hours prior to the time of entry.

.2 Contractor must schedule his work accordingly and shall advise Kingston &

Frontenac Housing Corporation not less than seventy-two (72) hours in advance of requested access to any residents premises.

1.11 Laws, Notices, Permits and Fees

.1 The laws of the municipality where the project is situated shall apply to the work.

.2 Contractor will obtain all permits, licences and certificates and pay all fees required for the performance of the work.

.3 The Owner will obtain and pay for BUILDING PERMITS when required.

.4 Contractor will not be responsible for verifying that the Contract Documents are

in compliance with the applicable laws, ordinances, rules, regulations and codes relating to the work. If the Contract Documents are at variance therewith, or changes which require modification to the Contract Documents are made to any of the laws, ordinances, rules, regulations and codes by the authorities having jurisdiction subsequent to the date of tender submission, any resulting change in the cost shall constitute a corresponding change in the Contract Price. Contractor must notify the Owner in writing requesting direction immediately on any such variance or change.


.5 If the Contractor fails to notify the Owner in writing and obtain its direction as required above and performs any work knowing it to be contrary to any laws, by-laws, ordinances, rules, regulations, codes and orders of any authority having jurisdiction, he shall be responsible for and shall correct any violations thereof and shall bear all costs, expense and damages attributable to his failure to comply with the provisions of such laws, by-laws, ordinances, rules, regulations, codes and orders.

1.12 Ontario Labour Conditions and Regulations

.1 Persons employed on the work must be fully qualified to perform the work required. The Contractor will comply with the provisions of the Government Contracts Hours and Wages Act, the Construction Lien Act, (1983) including all subsequent updates, and the Ontario Health and Safety Act & Regulations for Construction Project.

.2 The Contractor shall comply with Ontario Regulation 644/88 including all

subsequent updates - Workplace Hazardous Materials Information System (WHMIS) wherever and whenever controlled products are used within the scope and duration of this Contract.

1.13 Toxic and Hazardous Substances .1 Prior to the Contractor commencing the Work, the Owner shall

.1 take all reasonable steps to establish whether or not any toxic or hazardous substances are present at the Place of the Work, and

.2 provide the Contractor with written report indicating all toxic or hazardous

substances of such findings. .2 If the Contractor

.1 encounter toxic or hazardous substances at the Place of the Work, or

.2 has reasonable grounds to believe that toxic or hazardous substances are present at the place of the Work, the Contractor shall.

.3 take all reasonable steps, including stopping the Work to ensure that no

person suffers injury, sickness or death and that no property is injured or destroyed as a result of exposure to the presence of the substances, and

.4 immediately report the circumstance to the Owner in writing”.

1.14 Approved Alternatives

.1 Bid submissions that do not adhere to the drawings/specifications, except where an "approved alternative" is substituted, will be disqualified.


.2 Whenever an article, material or equipment is called for by a specific manufacturer or vendor, the term "or Approved Alternative" if not suffixed, is implied. The specific article, material or equipment mentioned is to be understood as indicating the type, function, minimum standard of design, efficiency compatibility and quality desired, and not to be construed in such a manner as to exclude comparable products of other manufacturers.

.3 An "Approved Alternative" is any article, material or equipment that a bidder

wishes to substitute in his bid and which has been approved by the Owner before the contract award.

1.15 Award Letter and Purchase Order

.1 The Owner will issue an AWARD LETTER which shall be acceptance of the Bid and award of the Contract to the Contractor. Award letter will describe information required by the Owner namely Performance Security and Insurance Certificate.

.2 Upon receipt of the above, a Purchase Order will be raised.

1.16 Completion Date

.1 The Contractor will complete the work within the time specified in the Purchase Order.

.2 TIME IS OF THE ESSENCE OF THE CONTRACT.

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 11 00 RJC JOB # TOR.115158.0001 SUMMARY OF WORK APRIL 2016 PT 16-07 Page 1

1.0 GENERAL

Work under this Contract includes the wholesale replacement of exterior window systems at various sites listed below (19 units, 2-storey, duplex), in the City of Kingston in the Province of Ontario.

3-Bedroom Units

4-Bedroom Units

142 & 146 Drennan St. 122 Drennan St. (120 NIC) 122 & 126 Weller Ave. 134 & 136 Ford St. 19 & 21 Barbara Ave. 85 & 87 Wilson St. 25 & 29 Barbara Ave. 79 & 81 Butler St. 31 & 33 Barbara Ave. 40 & 42 Barbara Ave.

1.1 DESCRIPTION OF EXISTING STRUCTURES

The structures include 10 duplex buildings, consisting of 19 units (120 Drennan St. is not included in this scope). The buildings are 2-storey in height with 10 three bedroom units and 9 four bedroom units. The existing windows consist of single pane sliders, and insulated fixed units. The building exterior walls are typical wood framed exterior wall with building a combination of brick and vinyl veneer throughout.

1.2 DESCRIPTION OF WORK

It is the Contractors responsibility to provide all labour, material, equipment and supervision to complete the repairs outlined in this specification taking into account all site conditions, noise restriction, work area restrictions, protection requirements, accessibility restrictions, etc. No extras will be entertained for inconveniences after the award of this Contract.

In particular the work includes, but is not necessarily limited to the following:

1. The installation and maintenance of hoarding, dust protection and construction

signage around each phase of the work as described in Section 01 56 00 - Protection of Work and Property.

2. Production of Engineered Shop Drawings based on site measurements and review

of as-built construction. Submission of all required documentation including laboratory performance testing results.


3. Installation of temporary access and protection systems.

4. Installation of Mock-up window system(s) for review and performance testing.

5. Wholesale removal and disposal of existing window systems and installation of new window systems, including metal sill and flashings.

6. Repairs to concrete sill where deteriorated 7. Repair all areas damaged by construction activity; specifically, the Contractor shall

repair all damage resulting from the Construction to the satisfaction of the Consultant including repainting of surfaces in accordance with these Specifications which have been damaged.

8. Final cleaning of structure, fixtures, piping, etc., and the disposal all waste products and/ or debris generated by the construction activity as well as any material present in the work area prior to the commencement of the Work. The areas requiring cleaning shall consist of all areas affected by the Work.

1.3 WORK SEQUENCE

1. The work areas will be available as of May 15, 2016. Contractor to confirm start

date. Based on this start date, all work outlined in these specifications are to be complete by July 31, 2016 at 5:00 P.M.

1.4 CONSTRUCTION SCHEDULE

.1 In conjunction with and in a form acceptable to the Consultant and the Owner’s

Representative, provide within (5) working days after award of contract a detailed schedule which identifies the following:

.1 Start date and completion date for each portion of the work including as a

minimum the following items: Shop drawings preparation, shop drawing review, fabrication, mobilization, implementation (by drop), commissioning, closeout.

.2 The location of work (unit addresses).

.3 Daily and weekly schedule for manpower and equipment, hours of operation

and crew sizes.


.3 The construction schedule shall reflect completion of all work under the Contract within the specified time and in accordance with these Specifications.

.4 If the Contractor desires to make a major change in the method of operation after

commencing construction, or if the schedule fails to reflect the actual progress, the Trade Contractor shall submit to the Consultant and Owner a revised construction schedule. This schedule must be received a minimum of 24 hours in advance of scheduled construction progress meetings and/or within (5) five days from the Consultant/Owner request, whichever is sooner.

2.0 PRODUCTS

Not applicable 3.0 EXECUTION Not applicable

END OF SECTION

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 11 01 RJC JOB # TOR.115158.0001 USE OF SITE APRIL 2016 PT 16-07 Page 1

1.0 GENERAL 1.1 CONTRACTORS USE OF SITE

1. The building units are to remain open and accessible throughout the course of the Work. The Contractor shall have use and access to the designated work areas during work hours and access to interior ccupied spaces only while accompanied by a representative of the Owner during the course of the work.

2. It is the Contractor’s responsibility to provide suffient notice and coordinate access to the interior portions of the work area.

3. The Contractor shall co-ordinate his work schedule with the Owner so as to

minimize disruptions of the site No work shall be performed until approved by Owner.

4. It is the Contractor’s responsibility to ensure the building entrances, exits,

walkways, driveslanes, fire lenes, etc…, remain operation at all times in accordance with Ontario safety standards.

5. It is the Contractor’s responsibility to control traffic and redirect if necessary, if

for any reason the Contractor’s operations interfere with vehicles on site. Any required traffic rerouting and the work sequence shall be closely co-ordinated with the Owner.

6. Provide signage of professional quality, barriers and hoarding necessary to protect

the public from the Contractor’s operations and route traffic through the work areas. Signage must be provided at each entrance indicating repairs are being performed on the building and we are sorry for the inconvenience.

7. Hoarding and dust protection to be provided around each area of work.

8. The use of all power plant, and percussive equipment is to be in accordance with

all local by-laws and ordinances.

9. Do not unreasonably encumber site with materials or equipment.

10. Do not close or obstruct or store materials in roadways, sidewalks or passageways without prior approval from the Owner/Property Manager. Do not interfere with safe passage to and from the building and adjacent public sidewalks and roads.


11. General Contractor to obtain and pay for all necessary approvals to locate equipment or materials on city property.

12. Protect all existing light standards, walls, plants, finishes, doors, etc. 13. Protect all utilities, gas mains, electrical conduit, etc. that must remain in service

throughout the construction period. 14. During transportation of materials or equipment through occupied areas, ensure

finishes, furniture, possessions, etc… are protected from damage. All damage will be repaired at Contractor’s expense.

15. The Contractor shall make allowance in their price to cover all costs of temporary

removal and replacement and/or relocation of existing electrical wiring and mechanical hardware required for completion of the work.

16. Propane powered equipment is not permitted inside the building.

17. Temporary heat and ventilation used during construction, including cost of

installation, fuel, operation, maintenance and removal of equipment shall be paid for by the Contractor. The use of direct-fire heaters discharging waste products into work areas or building interior will not be permitted.

18. The Contractor is required to coordinate with the Owner for delivery and removal

of material and equipment for duration of the project. Contractor to be responsible for all required permits.

19. Maintain free access routes for ambulance, fire emergency vehicles, garbage

trucks, etc..


1.2 HOURS OF WORK 1. Use of all equipment to be restricted in accordance with local and municipal noise

by-laws and regulations.

2. All noise generating Work shall be limited to the hours of 8:00 A.M. TO 5:00 P.M., MONDAY through FRIDAY.

1.3 EFFECT ON BUILDING OPERATIONS

1. The Contractor shall schedule his operation to minimize the interruption of the normal use of the site and building and to comply with laws, by-laws, ordinances, rules and regulations relating to the Work.

2. The Contractor shall be responsible for arranging for the location of all existing

utilities prior to construction and protection of the same during constriction. 2.0 PRODUCTS


END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 25 13 RJC JOB # TOR.115158.0001 ALTERNATIVES APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 SUBSTITUTION OF MATERIALS PRIOR TO BID CLOSING

.1 Where products or systems have been specified by trade name, no substitution

will be allowed except where alternatives have been approved prior to bid closing. .2 Where a specified product or system is not available at the time of bid, the bidder

must inform the Consultant in writing so that he may advise all bidders of proposed changes. In the event that the Bidder fails to do so, the Consultant will choose a substitute product suitable for the application at the time of construction.

1.2 REQUEST FOR APPROVAL OF ALTERNATIVES

.1 Contractors and suppliers of products or systems, which have not been specified,

may apply for approval of their product/system as "alternative". .2 Requests for approval must reach the Consultant at least 4 working days prior to

the bid closing. The Consultant shall advise applicants of the status of their request 2 working days prior to bid closing.

.3 Request for approval shall include sufficient information for the Consultant to

satisfactorily evacuate the alternative. This may include the following:

.1 Project name and number.

.2 Specification sections to which the product/system applied.

.3 Description of proposed substitution including manufacturer's material specifications, manufacturer's preparation and application requirements and manufacturer's warranties.

.4 Sample of product indicating surface finish and material thickness to be applied under this Contract.

.5 Labratory testing results confirming equivalent performance

.6 Installation history of proposed alternative including:

.1 projects and locations

.2 approximate value of contract

.3 approximate size of projects

.4 number of years in use

.5 type of usage

.6 name of owner and consultant involved.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 25 13 RJC JOB # TOR.115158.0001 ALTERNATIVES APRIL 2016 PT 16-07 Page 2

.4 When submitting alternatives to materials or equipment specified, Bidders shall include in their Bid any changes in the Work required to accommodate such alternatives. A later claim for addition to the Contract Price because of changes in the Work necessitated by the use of alternatives will not be considered.

1.3 APPROVAL OF ALTERNATIVES .1 An addendum will be issued prior to bid closing if an alternative is approved. No

alternative materials or equipment will be considered after bid closing. .2 Products/systems that have been approved as alternatives may be substituted for

specified products/systems. .3 Should any proposed alternative be accepted either in part or in whole, the

Contractor shall assume full responsibility and bear the costs when substitution affects other work of the Project and pay for any drawing changes required as a result of the substitution.

.4 All cost savings arising from approved substitutions will be credited to the

Contract in such amounts as may be determined by the Consultant and Contract Price will be adjusted accordingly.

.5 The Consultant reserves the right to reject any or all requests for approval.

.6 No substitutions will be permitted without the prior written approval of the

Consultant.

2.0 PRODUCTS Not applicable.

3.0 EXECUTION

Not applicable.

END OF SECTION

Kingston & Frontenac Housing Corporation Payment and Warranty April 2016 PT 16-07 01 29 76 Page 1

1.1 Payment And Holdbacks

.1 For the purpose of the Construction Lien Act, 1983, the Payment Certifier shall be the Owner, or any person the Owner may designate from time to time as required by the Construction Lien Act, 1983, who shall: .1 determine and certify substantial performance; and

.2 determine completion.

.2 The Owner will make payments to the Contractor as follows: .1 90% of the invoiced amount submitted by the Contractor to the

Owner prior to substantial performance and not more frequently than monthly for completed portions of the work and services performed to the satisfaction of the Payment Certifier.

.2 10% of the amounts invoiced prior to substantial performance and

held back pursuant to the Construction Lien Act, 1983, within a reasonable time after the expiration of the applicable lien period following the date of publication of the Certificate of Substantial Performance if there are no claims outstanding pursuant to the Construction Lien Act, 1983, and the work and services performed are to the satisfaction of the Payment Certifier.

.3 Any further amount due under this Contract upon completion of

the Contract to the satisfaction of the Payment Certifier, subject to any holdback for deficiencies and as required by the Construction Lien Act, 1983.

.4 The Contractor shall, where applicable, obtain an inspection certificate for

any installation which is part of the Work from the Federal, Provincial or Municipal Corporation responsible for the issuance thereof and the Contractor shall obtain and deliver such certification to the Owner before receiving final payment.

1.2 Applications For Payment

.1 Applications for payment on account may be made MONTHLY as the work progresses and submitted to the Kingston & Frontenac Housing Corporation.

.2 Before tax totals, all applicable taxes and totals must be shown separately on all

invoices.

Kingston & Frontenac Housing Corporation Payment and Warranty April 2016 PT 16-07 01 29 76 Page 2

1.3 Evidence of Publication

.1 Upon completion of the work, the Payment Certifier will issue a Certificate of Substantial Performance. Contractor must then provide the Owner with evidence acceptable to it of publication. Holdback will be released on the 46th day from date of publication.

1.4 No Additional Payment For Increased Costs

.1 The amount payable to the Contractor under the Contract will not be increased or decreased by reason of any increase or decrease in the cost of the work brought about by any increase or decrease in the cost of plant equipment, labour, materials or wage rates.

1.5 Warranty

.1 Warrant this work covering both labour and material for a period of one year (except where noted otherwise) from the date of completion to the satisfaction of the Owner. Extend the warranty on replaced parts and workmanship for a period of one year from the date of acceptance of the replacement parts and/or workmanship.

.2 This warranty is not to limit extended warranties on any items of equipment or

material called for elsewhere in the specifications. 1.6 Deductions for Uncorrected Work

.1 If in the opinion of the Payment Certifier, it is not expedient to correct defective work, or for work not done in accordance with the Contract Documents, the Owner may deduct from the Contract Price the difference in value between the work as done and that called for by the Contract.

End of Section

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 31 13 RJC JOB # TOR.115158.0001 CO-ORDINATION APRIL 2016 PT 16-07 Page 1

1.0 GENERAL 1.1 PROJECT CO-ORDINATION

.1 The Contractor is responsible for co-ordination of Trades. Lines of demarcation between Contractors and Trades or trade and trade are solely the responsibility of the Contractor. The Consultant assumes no responsibility for the division of the work or for any jurisdictional involvements as a result of such division.

.2 Contractor is responsible for co-ordination with the Owner of all on-site activity as

it affects the operation of the building.

1.2 NOTIFICATION FOR INSPECTION

.1 The Contractor is to notify the Consultant at least 24 hours in advance for inspections. No work shall be covered or concealed until reviewed by the Consultant unless Contractor is informed that an inspection will not be performed. Such review does not absolve the Contractor from his responsibility to perform his work in accordance with the Contract Documents.

.2 The Consultant shall notify the designated inspection company for material

sampling and testing. .3 The Contractor shall promptly provide the Consultant with safe access to any part of

the Work requiring inspection. .4 The Owner may be present during inspections carried out by the Consultant at the

Owner’s discretion.

1.3 SUPERINTENDENCE

.1 The Contractor is to provide a full time Superintendent who is to be on-site on a continuous basis during the execution of the work and shall not be changed without Consultant’s consent. Superintendent shall have as a minimum, a cell phone at all times during Working hours to allow for communication with Consultant, or Owner.

.2 The Superintendent shall be satisfactory to the Owner and the Consultant.

.3 Superintendence shall be deemed not satisfactory and changes or additions to the

superintendence may be demanded when control, organization or co-ordination of the Work is not satisfactory, or, the quality of the Work does not meet the

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 31 13 RJC JOB # TOR.115158.0001 CO-ORDINATION APRIL 2016 PT 16-07 Page 2

requirements of the Contract Documents, or directions given in accordance with the Contract Documents are not followed, or, progress is behind schedule.

2.0 PRODUCTS


END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 31 19 RJC JOB # TOR.115158.0001 PROJECT MEETINGS APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 DOCUMENTS

.1 This section, along with the drawings, forms part of the contract documents and is to be read, interpreted and co-ordinated with all other parts.

1.2 WORK INCLUDED

.1 Administration of Project Meetings. .2 Pre-Construction Meetings. .3 Progress Meetings.

1.3 ADMINISTRATION OF PROJECT MEETINGS .1 The Consultant shall preside at meetings.

.1 A representative of the Consultant shall record the minutes, include significant proceedings and decisions, and identify "action by" parties.

.2 The Consultant shall reproduce and distribute copies of minutes to

meeting participants, to affected parties not in attendance, to the Owner and Consultant.

.2 The Consultant shall:

.1 Schedule and administer project meetings unless otherwise noted. .2 Prepare agenda for meetings. .3 Distribute written notice of each unscheduled meeting three (3) days in

advance of meeting date to Contractor, Owner and relevant Subcontractors.

.3 The Contractor shall provide physical space and arrange for meetings on site. .4 Representatives of Contractor, Subcontractors and suppliers attending meetings

shall be qualified and authorized to act on behalf of the party each represents.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 31 19 RJC JOB # TOR.115158.0001 PROJECT MEETINGS APRIL 2016 PT 16-07 Page 2 1.4 PRE-CONSTRUCTION MEETING

.1 After award of Contract, a meeting of all parties in the Contract shall be held to

discuss and resolve administrative procedures and responsibilities. .2 Representatives of the Owner, Consultant, Contractor, major Subcontractors, and

construction review personnel will attend.

.3 The Consultant shall establish a time and location of meeting and notify parties concerned five (5) days before meeting.

.4 The Consultant shall incorporate mutually agreed variations to Contract

Documents into Agreement, prior to sending the Agreement to the parties for signing.

.5 Agenda to include the following:

.1 Appointment of official representatives of participants of the Work.

.2 Schedule of Work, progress scheduling.

.3 Shop drawings (if required) and schedule of shop drawing submissions.

.4 Requirements of temporary facilities, site signage, hoarding, dust protection, offices, storage sheds, utilities, fences.

.5 Delivery schedule of critical equipment.

.6 Site security.

.7 Contemplated change orders, procedures, approvals required.

.8 Take over procedures, acceptance, warranties.

.9 Monthly progress claims, administrative procedures, holdbacks (GC).

.10 Appointment of inspection and testing agencies or firms.

.11 Insurance, transcript of policies (GC).

1.5 PROGRESS MEETINGS .1 During the course of Work, the Consultant or the Contractor shall schedule

progress meetings every two weeks. Further progress meetings may be scheduled by the Consultant, Contractor, or Owner as required to expedite the Work.

.2 The Consultant, Contractor, major Subcontractors involved in the Work, Owner

when required, are to attend. .3 Agenda to include the following:

.1 Review, approval of minutes of previous meeting.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 31 19 RJC JOB # TOR.115158.0001 PROJECT MEETINGS APRIL 2016 PT 16-07 Page 3

.2 Review of Work progress since previous meeting. .3 Field observations, problems which impede construction schedule,

conflicts. .4 Progress, schedule during succeeding work period. .5 Corrective measures and procedures to regain projected schedule. .6 Revisions to construction schedule. .7 Review of off-site fabrication delivery schedules. .8 Review submittal schedules; expedite as required. .9 Maintenance of quality standards. .10 Pending changes and substitutions, Notices of Proposed Change, Change

Orders. .11 Review proposed changes effect on construction schedule and on

completion date. .12 Other business.

2.0 PRODUCTS

Not applicable.

3.0 EXECUTION Not applicable.

END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 33 00 RJC JOB # TOR.115158.0001 SUBMITTALS APRIL 2016 PT 16-07 Page 1

1.0 GENERAL

.1 This section specifies general requirements and procedures for Contractor’s submissions of shop drawings, product data, samples and mock-ups to Engineer for review. Additional specific requirements for submissions are specified in the project specifications.

.2 Do not proceed with work until relevant submissions are reviewed by Engineer. .3 Present shop drawings, product data, samples and mock-ups in SI metric units. .4 Where items or information is not produced in SI units converted values are

acceptable. .5 Contractor’s responsibility for errors and omissions in submission is not relieved by

Engineer’s review of submissions. .6 Notify Engineer, in writing at time of submission, identifying deviations from

requirements of Contract Documents stating reasons for deviations. .7 Contractor’s responsibility for deviation in submission from requirements of

Contract Documents is not relieved by Engineer’s review of submission, unless Engineer gives his written acceptance of specified deviations.

.8 Make any changes in submissions which Engineer may require consistent with

Contract Documents and resubmit as directed by Engineer. .9 Notify Engineer in writing when resubmitting of any revision other than those

requested by the engineer.

1.1 SUBMISSION REQUIREMENTS .1 Coordinate each submission with requirements of work and Contract Documents.

Individual submissions will not be reviewed until all related information is available.

.2 Submit electronic copies of product data, manufacture’s catalogue sheets, brochures,

literature, performance charts and diagrams. .3 Comply with the following requirements in regard to submission of product data:

.1 Delete information not applicable to project.

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


.3 Provide certification of compliance to applicable codes.

.4 Provide manufacture’s certification as to current production. .4 Allow 5 working days for Engineer’s review of each submission. .5 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. .6 Submission 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’s 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 Relationship to adjacent work.

.6 After Engineer’s review, distribute copies.

1.2 SHOP DRAWINGS .1 Prior to commencing work, provide 1 set of shop drawings for the Consultant’s

review pertaining to installations and fabrications required by the Contract. Unless noted otherwise, shop drawings shall be submitted for the following work: .1 Windows


.2 As part of the RJC’s field services, RJC will review shop drawings pertaining to work shown on RJC’s drawings by means of appropriate rational sampling procedures and comment on the accuracy with which the Contractor prepared the drawings.

.3 Review of shop drawings is for the sole purpose of ascertaining conformance with

the general design concept and is not an approval of the detail design inherent in the shop drawings, responsibility for which shall remain with the Contractor submitting them.

.4 Review of shop drawings shall not relieve the Contractor of his responsibility for

errors and omissions in the shop drawings or for meeting all requirements of the Contract Documents.

.5 The Contractor is solely responsible for information pertaining to the fabrication

process, techniques of construction and installation and for co-ordination of the work of all sub-trades.

.6 Cross-reference shop drawing information to applicable portions of Contract

Documents. .7 Delays resulting from the submission of incomplete shop drawings are the

responsibility of the Contractor

1.3 PRODUCT DATA

.1 Product data: manufactures catalogue sheets, brochures, literature, performance charts and diagrams, used to illustrate standard manufactured products.

.2 Submit electronic copies of product data. .3 Sheet size: 215x280 mm. .4 Delete information not applicable to project. .5 Supplement standard information to provide details applicable to project.

.6 Cross-reference product data information to applicable portions of Contract

Documents.


1.4 SAMPLES .1 Samples: examples of materials, equipment, quality, finishes, workmanship. .2 Where colour, pattern or texture is criterion, submit full range of samples. .3 Reviewed and accepted samples will become standard of workmanship and material

against which installed work will be verified.

1.5 MOCK-UPS .1 Mock-ups: field-erected examples of work complete with specified materials and

workmanship. .2 Erect mock-ups at locations acceptable to Engineer. .3 Reviewed and accepted mock-ups will become standards of workmanship and

material against which installed work will be verified.

2.0 PRODUCTS

Not applicable. 3.0 EXECUTION Not applicable.

END OF SECTION

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 52 00 RJC JOB # TOR.115158.0001 TEMPORARY FACILITIES APRIL 2016 PT 16-07 Page 1

1.0 GENERAL

1.1 TEMPORARY UTILITIES

.1 Provide and pay for where specified, locate where directed, and maintain temporary

facilities for the Work and for all trades, and remove them upon completion of the Work.

.2 Where specified to provide utilities, make all arrangements with the public utilities,

obtain all necessary permits, provide or pay for connections and pay all respective fees.

.3 ELECTRICAL POWER

1. Discuss available power with the Owner’s Representative prior to bidding.

2. The Contractor shall pay for any alternations to the electrical system which

may be needed to accommodate the Contractor’s equipment. Co-ordinate any required alterations with the Owner’s Representative. Reinstate the system to its original condition upon completion.

3. The Owner shall pay for electrical consumption.

.4 WATER SUPPLY

1. Contractor shall pay for the cost of any temporary water connections or

alterations which are required to perform the Work. 2. The Owner shall pay for water consumed.

1.2 TEMPORARY LIGHTING

.1 Provide and maintain temporary lighting for safe demolition and working condition

conforming to Ontario Occupation Health and Safety Standards.


.2 Illumination must be provided and maintained on all floors and stairs affected by the Work.

.3 Contractor is to have available an emergency generator and lighting system to be

used in a situation where the existing lighting system becomes inoperative due to the Work and cannot be repaired within a two (2) hour period. Once the repair is complete, the temporary lighting system may be removed.

1. If the damaged lighting cannot be repaired within the specified time, the

Contractor must promptly notify the Owner. 2. If the Contractor does not repair the damaged lighting within the specified

time and does not promptly notify the Owner, the Owner reserves the right to repair the damage and deduct the cost from the Contract.

.4 Temporary lighting requirements discussed herein shall also apply to all

subcontractors. 1.3 TEMPORARY FIRE PROTECTION

.1 Provide and maintain temporary fire protection equipment during performance of

the Work as required by governing codes, regulations and by-laws.

1.4 TEMPORARY FIRST AID FACILITIES

.1 Provide well stocked and maintained first aid kits within the site office that are adequate to meet the requirements and hazards of the Work.

.2 Maintain material safety data sheets for all material being used at the project site.

Ensure the MSDS are readily available to the Consultant, Owner and Contractor’s forces.

1.5 TEMPORARY SANITARY FACILITIES

.1 Provide temporary sanitary facilities at the time of initial mobilization and maintain

them throughout the course of the work. An exception will be granted to this requirement only where Owner has confirmed in writing that on-site washrooms are available for Contractor use. .1 Sanitary facility is to include an odourless flushing chemical type temporary

toilet that is properly enclosed, weatherproof, and serviced periodically as required.


.2 The building toilets and facilities shall not be used by the Contractor’s forces unless approved by Owner

1.6 TEMPORARY FIELD OFFICES AND SHEDS

.1 Provide or construct work sheds for storage of tools, equipment and materials,

which may be damaged by weather. .2 Provide and maintain field office for Contractor’s personnel, equipped with lights,

telephone and tables for drawing examinations. .3 Maintain sheds in clean, orderly condition. .4 Provide suitable hardware and locks on doors to sheds, and keep locked when

unsupervised. .5 Field sheds shall be weather tight and have floors elevated above grade. .6 Relocate sheds as required by the progress of the Work. Remove sheds from the

Site when no longer required or when directed.

1.7 TEMPORARY BARRIERS AND ENCLOSURES

.1 Provide hoarding, fencing, barriers, barricades and plant protection as required by the authorities and specified herein to protect persons and property, public and private. Refer to Section 01 56 00 - Protection Work and Property for signage and hoarding requirements.

.2 Maintain barriers in sound, clean and, where required, painted, condition throughout

the Work. .3 Keep Site clear of unauthorized signs. .4 Provide barriers with required warning lights and signs. .5 Hoarding, fencing, barriers and barricades are to be constructed and supported in

such a manner that no sharp projections that can cause personnel injury are created.

.6 Remove hazards requiring barriers as soon as possible. .7 Remove barriers at time of turn-over of the Work to the Owner.


.8 Exterior enclosures shall be constructed to protect the work area from

environmental conditions (i.e. weather tight) that may affect schedule.

1.8 TEMPORARY HEATING AND VENTILATION

.1 Provide and maintain supplementary heating as required to maintain sufficient application and curing temperatures.

.2 Provide and maintain supplementary ventilation as required. Ventilation

requirements shall conform to Occupational Health and Safety Standards. Co-ordinate ventilation requirements with the Owner.

.3 Temporary heat and ventilation used during construction, including cost of

installation, fuel, operation, maintenance and removal of equipment shall be paid for by the Contractor. The use of direct-fired heaters discharging waste products into work areas will not be permitted.

1.9 SECURITY

.1 Take all necessary precautions to guard site, premises, materials and the public at all

times other than when supervised work is in progress.

1.10 PROTECTION OF THE WORK DURING CLOSE-DOWN

.1 Should the project be closed down for any cause, assume all responsibility for its proper protection during such period.

2.0 PRODUCTS


END OF SECTION

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 56 00 RJC JOB # TOR.115158.0001 PROTECTION OF WORK AND PROPERTY APRIL 2016 PT 16-07 Page 1

1.0 GENERAL

1.1 WORK INCLUDED

.1 Protection of the Work, Work in Progress, Property and Persons by all Sections.

1.2 WALK-THROUGH INSPECTION OF SITE

.1 Prior to start of Work, Contractor, Consultant and Owner will perform walk-through

inspection of work area to determine existing conditions. .2 The Contractor is to perform a thorough inspection of the site prior to the start of

work and provide a written notice to the Consultant detailing all damaged property as well as all items that appear to be of poor working order or appearance (i.e. sign, fixtures, dirt, etc.).

.3 Upon receiving this notice, the Consultant and the Owner will verify the validity of

the items listed. .4 If written notice is not given within five (5) days of commencement of Work, it will

be assumed that the Contractor has reviewed the site and has accepted the condition of the property as being free of damage.

.5 Any damages not listed as part of the written notice of clause 1.3.2 above found

after the completion of the work will be the sole responsibility of the Contractor to rectify. These rectifications shall be completed in a timely and satisfactory manner.

.6 The project will not be considered substantially performed if the cost to correct

these outstanding deficiencies is greater than the limits outlined in the Construction Lien Act.

1.3 THE WORK, WORK IN PROGRESS, PROPERTY AND PERSONS

.1 Protect the Work during construction from damage by weather. .2 Provide protection as required to protect work in progress and other property from

damage and to provide suitable conditions for the progress of finishing work. .3 Provide means for protecting occupied areas below the Work from water leakage

between the removal and reinstallation of the glazing system and moisture protection systems.


.4 Take reasonable and required measures, including those required by authorities having jurisdiction, to protect the public and those employed on the Work from bodily harm.

.5 Comply with requirements of The Occupational Health and Safety and Regulations

for Construction Projects. .6 The Contractor shall be prepared to provide respirators, dust protection, ear

protection for those employed by the Consultant and Owner at the Site. .7 Direct all Subcontractors to protect their own work, existing property, adjacent

public and private property and work of other Sections from damage while working.

1.4 CONSTRUCTION SIGNAGE .1 Contractor shall provide all required signage necessary to protect the public from the

construction, control the traffic flow through the work area and to inform residents that construction activity is in process.

.2 Additional signs may be required at the discretion of Owner or Consultant as

construction progresses. No extras will be entertained for signage requirements after tenders close.

.3 All signage required are to be as per Owl-Lite Rental, Sales and Manufacturing

Product Catalogue (quality, design, size, etc.). This catalogue is available for viewing in the office of the Consultant, or copies can be obtained from Owl-Lite (tel: (416) 647-9663). “Standard Construction Signs” (i.e. orange background with 150mm high black letter or decals). All signage to be of professional quality and design.

.4 Typical signage that may be required are as follows: .1 Closed for construction .2 Work over head .3 No parking, directional arrows, etc.

.5 Signage will be required at all entrances to the work area. This signage shall consist

of the standard “Men at Work” sign with an additional sign (special order) indicating that the building is temporarily under construction and we are sorry for the inconvenience.

.6 Signage is required at all stairwell entrances to the work area. Signs to indicate that

this entrance is temporarily closed for construction.


.7 Typical additional non-standard signage that will be required is as follows: .1 Building Temporarily Under Construction - Sorry for the Inconvenience

.8 All non-standard signage is to be of adequate size (discuss with Consultant prior to

ordering) with orange background and large black letters and decals. Plywood backing is sufficient. All signs are to be of professional quality.

.9 All signage is to be securely fastened directly to hoarding or if signage is required

and hoarding is not available, the signs are to be securely fastened to 2x4 wood frame. Signs and posts are to be installed in such a manner that projections that may cause public injury are not created.

1.5 CONSTRUCTION BARRIERS AND ENCLOSURES

.1 All work areas are to be completely enclosed by hoarding and dust protection and

only accessible to the Contractor, the Owner and the Consultant. .2 Contractor shall supply and construct hoarding, barriers and enclosures as indicated

in these specifications, drawings and as directed by the Consultant or Owner as the construction progresses.

.3 No extras shall be entertained for hoarding, barriers and enclosures after tenders

close unless the scope of work is significantly changed. .4 The work areas are to be completely enclosed to keep the dust generated by the

construction activity from escaping into the other areas of the building.

.5 The Contractor is responsible for any damage to mechanical equipment, motors, interior finishes, tenant belongings, etc. resulting from dust contamination and construction activity.

.6 Areas that are to be protected but still require access such as adjacent interior spaces,

egress walkways, etc, will be hoarded using temporary vestibules. Pressurization to be adjusted by Contractor by providing necessary fans to prevent dust from entering these areas.

.7 The following types of enclosures/ hoarding systems will be required for this

construction project:

.1 Type 1 - Full Height Hoarding The system is to consist of minimum 10 Mil poly tarping full height at interior or exterior of the window and door locations.


• Provide dust tight enclosure • Provide weather enclosure at exterior • This system shall be supplied in the following locations:

o At interior side of window replacement o At exterior side of window replacement as required to protect the

work form weather • This system shall be supplied in the following locations:

o around construction doorways to work areas o along exterior sides of work area (i.e. along sidewalks)

.2 Type 2 – Fast Fencing

This system is to consist of 6’-0” high fast fencing with poly weave tarping (properly secured to ground) enclosing the storage area and outside areas directly below the work. Signs to be installed as required. • This system shall be supplied in the following locations:

o along exterior sides of work area

.3 Type 3 - Full Height Dust Protection and Security Barrier for Scaffolding (if used)

This system consists of full height transparent “scaffnet” protective cover fastened to scaffolding. Non-transparent poly-weave tarpaulins are to be used at the rooftop to provide protection from rain and sun. Seams of poly-weave tarping are to be fastened together to prevent water from entering the work area.

.1 This system shall control dust and keep it from escaping from the

work area

.2 This system shall be supplied where scaffolding is used for access

.3 Full height plywood hoarding is to be provided at doorways into the work area. Doorways are to have full height hinged door.

.4 All seams in poly-weave tarping and hoarding are to be fastened

together to provide a continuous enclosure .5 Scaffolding clips are to be removed and anchor holes are to be

repaired after construction hoarding has been removed. Attachment systems are not to damage existing cladding in any way.


.6 The Contractor shall patch and repair all finishes or painted surfaces

damaged during the course of work. Includes surfaces damaged by duct tape or similar materials hoarding and protection.

.7 Restrict access for unauthorized personnel by placing barricades or

posting guards around areas of Work. Unauthorized personnel shall mean the public and anyone not directly concerned with the execution, supervision or inspection.

.8 In exterior location, that is, area exposed to weather, are to be

protected against weather conditions that may hinder the performance of work in these areas.

1.6 EXISTING BUILDINGS, CURBS, ROADS AND LANES

.1 Protect existing buildings, structures, curbs, roads and lanes. If, during work, any

existing items are damaged, repair or replace them. .2 Provide pavement, curb and sidewalk protection for public thoroughfares and the

Work in progress as required by the authorities and to protect public property and the Work.

1.7 CONTROL OF CONSTRUCTION GENERATED DUST, DEBRIS, FUMES, ETC.

.1 Dust, dirt, construction debris, water and fumes from the work areas must not be

permitted to enter areas of the building or rooms in or adjacent to work areas. .2 Protection shall be provided for all entrance and exit ways, floors, walls and all

standing fixtures, air intakes, exhaust fan openings, floor drains, elevators and equipment rooms against dust, spillage or overspray of materials and/or damage during the construction period. The required protection shall consist of but is not limited to the following:

.1 Poly-weave tarping over doorways and around the exterior perimeter of

work area to prevent the escape of dust & debris from the work area. Refer to Section 01540 - Construction Barriers and Enclosures

.3 Provide for protection to vehicles in or near the parking structure and payment for

cleaning or damage to vehicles. 1.8 PROTECTION OF EXISTING EXPOSED FACILITIES


.1 Existing lighting system is to be protected from damage or removed and re-installed upon completion of repairs.

.2 If Contractor wishes to use existing lighting system as an alternate to installing

temporary light, Contractor shall assume all responsibility for damages incurred. .3 All exposed conduit, fixtures, attached devices, sprinkler fire system plumbing,

mechanical system components, louvres and ducts are to be protected against the accumulation of dust, debris and damage. The Contractor will be responsible to correct any damages to these systems at his own expense. Contractor to promptly report any damage to the Owner and the Consultant.

.4 Inspect materials, equipment and components to be re-used or turned over to the

Owner. Note their condition and advise Consultant in writing, of any defects or conditions which would affect their removal and re-use, prior to removal.

.5 Prior to commencing Work, contract the Owner to locate all protective or alarm

systems and sensors. All services shall be protected against damage or interruption. All claims resulting form damage shall be the responsibility of the Contractor.

.6 Contractor must notify Owner’s Representative, or Property Manager of any fault or

alarm to the main fire alarm panel immediately. When Contractor’s activities result in charges to Service the fire alarm panel or alarm system, the Contractor shall bear all costs.

.7 Any damage to the paint finish of the walls caused by the construction shall be

repaired by the Contractor at no cost to the Owner.


1.9 OVERLOADING .1 Load no part of the structure during construction with a load greater than its

designed capacity. .2 Submit equipment weights and construction procedures to the Engineer for review

prior to commencing the Work. .3 Make every temporary support as strong as the designed permanent support.

1.10 FIRE PROTECTION .1 Take necessary precautions to eliminate fire hazards and to prevent damage to the

Work, building materials, equipment and other property both public and private having to do with the Work. Inspect the Work at least once a week for this purpose.

.2 Store and locate products and equipment packed in cardboard cartons, wood crates

and other combustible containers in orderly and accessible manner. Place approved types of fire fighting equipment in vicinity of products packed in this type of crate or carton until permanent fire protection and equipment are available.

.3 Store no flammable products such as paint or fuel in the work area without the

Owner’s permission in writing. .4 Tarpaulins to be fire-resistant. .5 Open fires or burning of rubbish or debris are not permitted on the Site.

1.11 OVERHEAD PROTECTION

.1 The Contractor shall erect and maintain pedestrian walkway including roof and side covers, complete with electrical lighting, to protect the public and property from injury or damage.

.1 Minimum extent of overhead protection as designated on drawings. .2 Minimum unobstructed overhead height of 2.4 metres. Minimum

unobstructed width of at least 2 metre greater than the combined width or access doors and side lights at entrances. Minimum length shall provide protection for a clear distance of 10 metres horizontally from the nearest swingstage.


.3 Overhead protection shall be capable of supporting any load likely to be applied to it, and capable of supporting a load of at least 2.4 kN/m2.

.4 Install and provide adequate temporary lighting within the entire length of

the overhead protection. Type, quantity and attachment of light fixtures to be approved by Owner.

.5 Apply plywood panels to sides vertically flush and butt-jointed. Paint

sides of plywood enclosures in colors selected by Owner, with one coat primer to CGSB 1-GP-59M and one coat exterior paint to CGSB 1-59M + Amdt-Aug-84.

.6 All overhead protection and enclosures to be marked with safety signage. .7 All overhead enclosures and protection to be maintained daily, keeping

them clean, orderly and graffiti free. .8 Remove temporary facilities from site promptly when directed by Owner.

1.12 SITE ENCLOSURES

.1 The Contractor shall erect and maintain site enclosures to completely enclose the Work area, to protect the public and property from injury or damage.

.1 Minimum length shall provide protection for clear distance of 10 metres

horizontally from the nearest swingstage.

.2 Minimum site enclosure construction shall consist of:

.1 8’ high wood enclosure - 38 x 138 mm construction grade lumber framing at 400 mm centres, or scaffold system designed by professional engineer to meet equivalent. Exterior to be 1200 x 2400 x 13 mm exterior grade D. Fir plywood, adequately supported and braced to resist wind and live loads. Inserting anchors into plaza pavers will not be accepted.

.2 6’ high full fabric chain link fence enclosure with double swing gates.

Chain link fence to consist of 2” x 9 gauge galvanized chain link mesh with polyethylene privacy stalling, colour to Owner’s approval. Support to be 1-7/8”, 0.090 wall line posts with top and bottom 9 gauge wire rails. Terminal posts to be 3-1/2” OD Schedule 40 pipe. Obtain approval from owner on anchoring posts. Site must be returned to original state after removal.


.3 Apply plywood panels to sides vertically flush and butt-jointed. Paint sides of

plywood enclosures selected by Owner, with one coat primer to CGSB 1-GP-59M and one coat exterior paint to CGSB 1-GP-59M + Amdt-Aug-84.

.4 All enclosures to be marked with safety signage. .5 All enclosures and protection to be maintained daily, keeping them clean, orderly

and graffiti free. .6 Remove temporary facilities from site promptly when directed by Owner.

2.0 PRODUCTS Not applicable. 3.0 EXECUTION Not applicable.

END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 61 00 RJC JOB # TOR.115158.0001 MATERIAL AND EQUIPMENT APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 MANUFACTURERS' INSTRUCTIONS

.1 Unless otherwise specified, comply with Manufacturer's latest printed instructions

for materials and installation methods. Supply copy of these instructions to the Consultant prior to commencing work.

.2 Notify Consultant in writing of any conflict between the Contract Documents and

Manufacturer's instructions.

1.2 DELIVERY, STORAGE AND HANDLING .1 Deliver, store and maintain packaged materials with Manufacturer's seals and

labels intact.

.2 Immediately remove rejected materials from The Place of Work. .3 Storage and handling of materials shall conform to Ontario Workers’ Regulations

and Manufacturer's instructions. .4 Toxic or hazardous materials shall be secured in a locked storage area. .5 All containers to be labeled in accordance with WHMIS regulations. .6 All containers to be labeled with material expiration dates. Materials older than

the expiry date shall not be used on the Work and shall be removed immediately from the job site.

.7 Provide Owner and Consultant with Material Safety Data Sheets (MSDS) for each

product used at site .

2.0 PRODUCTS 2.1 MATERIALS

.1 Use new products unless otherwise specified. .2 Provide electronic copies of maintenance instructions and material literature for

finished surfaces prior to Substantial Performance.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 61 00 RJC JOB # TOR.115158.0001 MATERIAL AND EQUIPMENT APRIL 2016 PT 16-07 Page 2 3.0 EXECUTION

Not applicable.

END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 74 00 RJC JOB # TOR.115158.0001 WASTE REMOVAL AND CLEANING APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 DESCRIPTION OF WORK INCLUDED

.1 Provide all labour, material, equipment and services necessary to clean the

structure, fixtures, piping etc. and dispose of all waste products and debris in the work area as indicated on the Contract Documents.

.2 Provide all labour, material, equipment and services necessary to clean the

structure outside the work area if debris generated by construction has affected these areas.

1.2 GENERAL REQUIREMENTS

.1 Conduct cleaning and disposal operations to comply with the local and municipal

ordinances and anti-pollution laws and the building management. .2 Store volatile wastes in covered metal containers and remove from premises daily.

.3 Prevent accumulation of wastes which create hazardous conditions.

.4 Provide adequate ventilation during use of volatile or noxious substances.

.5 Co-ordinate requirements for ventilation and waste disposal operation with the

Owner/Property Manager.

1.3 REFERENCES .1 Waste Control Regulation - Environmental Protection and Enhancement Act.

(Occupational Health and Safety).

2.0 PRODUCTS 2.1 MATERIALS AND EQUIPMENT

.1 Use only cleaning materials and equipment approved by the Manufacturer of the

surface to be cleaned, and only as recommended by the cleaning material Manufacturer.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 74 00 RJC JOB # TOR.115158.0001 WASTE REMOVAL AND CLEANING APRIL 2016 PT 16-07 Page 2 3.0 EXECUTION 3.1 PRIOR TO CONSTRUCTION

.1 Prior to the submission of a Bid for this project, the Contractor shall examine the

site to determine its condition with respect to debris and dust. .2 At the time when cleaning is to be performed, it will be the Contractor’s

responsibility to clean the site of all debris generated by the construction as well as any existing debris, unless otherwise indicated in the contract document.

.3 No extras will be entertained for site cleaning after the contract is awarded.

3.2 WASTE REMOVAL AND CLEANING DURING CONSTRUCTION .1 The Contractor to perform all required cleaning during construction.

.2 Maintain the Place of the Work and adjacent public properties free from

accumulations of waste materials and rubbish.

.3 Provide on-site containers for collection of waste materials and rubbish.

.4 Store volatile wastes in covered metal containers. All wastes, which create hazardous conditions, must be removed from the premises daily.

.5 Disposal of all waste products to be performed in strict accordance with the product Manufacturer's Material Safety Data Sheet, and in accordance with the provincial Waste Control Regulations.

.6 Seal off all work areas to prevent dust and debris being generated from affecting other areas, including construction access requirements. Any dust and debris which escapes from the work area, is to be cleaned up in a timely fashion. If deemed by the Consultant, this cleaning operation has not been performed in a timely fashion, the Owner may contract an independent cleaner to rectify the situation. The cost of which will be back charged to the contractor.

.7 Drainage system nor sump pits shall not be used to dispose of Project wastes and

materials.

3.3 SEWERS – CLEANLINESS AND DAMAGE

.1 Water from the Contractor’s operations shall not be discharged directly into any of the sewer systems. The Contractor shall arrange for all proper filtering, stilling

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 74 00 RJC JOB # TOR.115158.0001 WASTE REMOVAL AND CLEANING APRIL 2016 PT 16-07 Page 3

basins, and tankage as necessary to avoid silt or debris from entering the sewer system.

.2 All equipment maintenance and refuelling operations shall be controlled so as to

prevent any discharge of petroleum products into the sewer system. .3 Any damage caused by the Contractor’s operations to the existing water supply or

sewer systems or to the surrounding areas of the Contract shall be the full responsibility of the Contractor and shall be made good and to the full satisfaction of the Owner.

3.4 FINAL CLEANING

.1 Contractor is responsible to clean all areas affected by the Work to an as new

condition. Removing all debris generated by construction as well as any existing debris present in the work area prior to start of project.

.2 Remove all grease, dust, dirt, stains, labels, fingerprints, over-spray and other

foreign materials immediately prior to the Owner's final inspection. Clean to "as new" condition.

.3 Prior to the work being considered Substantially Performed, the Contractor shall

remove his surplus products, tools, construction machinery and equipment not required for the performance of the remaining work. Contractor shall also remove waste products and debris other than that caused by other Contractors or their employees not involved with the Work and leave the Site clean and suitable for occupancy by the Owners unless otherwise specified.

.4 Prior to the Work being considered Totally Performed, the Contractor shall

remove his remaining products, tools, construction machinery and equipment. .5 All vertical and horizontal surfaces, systems, fixtures and equipment, etc. shall be

cleaned of all dust, grease or spray accumulations. Power wash is recommended. Ensure all moisture sensitive equipment (i.e. fire detection sensors and pull stations, CO detectors, exposed electrical, etc.) are removed or protected against moisture infiltration during washing.

END OF SECTION

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 77 00 RJC #TOR13215.0015 CONTRACT CLOSE-OUT APRIL 2016 PT 16-07 Page 1

1.0 GENERAL 1.1 TAKE OVER PROCEDURE .1 Contractor’s Review .1 The Contractor and his Subcontractors shall conduct a review of the work

and correct all deficiencies. .2 The Contractor shall notify the Consultant, in writing, of satisfactory

completion of the “Contractor’s Review” and request “Consultant’s Review”.

.2 Consultant’s Review .1 The review team shall consist of the Consultant and the Contractor; the

Owner, or his representative shall attend at their option. .2 During the “Consultant’s Review” a list of all deficiencies shall be drawn up

and signed by the Consultant. .3 The Contractor shall correct all deficiencies in a timely and satisfactory

manner. .3 Final Review .1 When the Contractor is satisfied that all deficiencies have been corrected,

the Contractor shall request, in writing, a “Final Review”. .2 The “Final Review” shall be conducted by the Consultant and the

Contractor; the Owner, or his representative shall attend at their discretion. .4 Certificate of Substantial Performance .1 The Contractor must submit a request in writing to the Consultant for a

Certificate of Substantial Performance. .2 Once the Contractor has received a copy of the Certificate of Substantial

Performance, he shall comply with the following: .1 the requirements of the “Construction Lien Act”.

DIVISION 1 - GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 77 00 RJC #TOR13215.0015 CONTRACT CLOSE-OUT APRIL 2016 PT 16-07 Page 2

.2 the requirements of the Workers Compensation Act. .3 Supply all guaranties, and review certificates in accordance with the

requirements of the Contract Documents. .4 all other contractual requirements .5 Total Performance

.1 Immediately following the issuance of the Certificate of Substantial Performance of the work, the Consultant, in consultation with the Contractor, will establish a reasonable date for the “Total Performance of the Work”.

.6 Release of Holdback

.1 If at the time holdback is to be released and all deficiencies noted in subsequent site reports have not been completed to the satisfaction of the Consultant, the holdback value associated with these deficiencies as determined by the Consultant will be retained from the holdback to be released. The remainder of the holdback amount will be released provided there are no outstanding claims pursuant to the Construction Lien Act. The portion of the holdback retained for the deficiencies will be held until such time the deficiencies have been rectified to the satisfaction of the Consultant and Owner.

2.0 PRODUCTS Not applicable 3.0 EXECUTION Not applicable

END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 78 23 RJC JOB # TOR.115158.0001 MAINTENANCE AND RENEWAL MANUAL APRIL 2016 PT 16-07 Page 1 1.0 MANUAL

.1 An organized compilation of maintenance and renewal data including detailed technical information, documents and records describing maintenance of individual products or systems as specified in individual sections of Divisions 2 through 32. Also including identification of, and contact information for, specific individual trades and suppliers for work as specified in individual sections of Divisions 2 to 32.

2.0 GENERAL

.1 Assemble, coordinate, bind and index required maintenance and renewal data into Maintenance and Renewal Manual.

.2 Submit a review copy of the completed Maintenance and Renewal Manual to the Consultant two (2) weeks prior to application for Certificate of Substantial Performance. Attach draft or example copies of specific warranties/guaranties if required.

.1 A Deficiency Holdback of $5,000 (prior to factoring) may be enforced for non-delivery of the completed maintenance manual as noted above.

.3 Submit electronic and two (2) hard copies in English.

.4 Organize data into same numerical order as Contract specifications.

.5 Material: Label each section with tabs protected with celluloid covers fastened to dividing sheets.

.6 Type lists and notes. Handwritten summaries will not be accepted.

.7 Drawings, diagrams and manufacturers literature must be legible. Provide direct print offs, in colour where applicable, from manufacturers websites. Copies of re-faxes shall not be accepted.

.8 Refer also to specific Third Party Warranty Provider’s requirements.

3.0 BINDERS

.1 Binders: vinyl, hard covered, 1” "D" ring, loose leaf, sized for 215 x 280 mm paper, with spine pocket.

.2 Identify contents of each binder on spine.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 78 23 RJC JOB # TOR.115158.0001 MAINTENANCE AND RENEWAL MANUAL APRIL 2016 PT 16-07 Page 2 4.0 CONTENTS

.1 Cover sheet containing:

.1 Date submitted.

.2 Project title, location and project number.

.2 Maintenance and Renewal Manual, including but not limited to the following:

.1 General Introduction – explain the nature of operations and maintenance items, as well as items that constitute renewals.

.2 Contacts – Include a summary sheet of contact names, telephone, fax, e-mail and mailing addresses for all applicable parties. Include such parties as:

.1 General Contractor

.2 Specific trades

.3 Specific manufacturers

.4 Related consultants

.5 Etc.

.3 Building Envelope Assemblies – explain the main assemblies, and their components related to the building envelope. Include such items as:

.1 Window, door and glazing assemblies

.4 Maintenance Plan – include, in tabular form, a maintenance plan identifying specific components, recommended actions and time frames. Include such items as:

.1 Sealants

.2 Windows

.5 Inspection Form – include a sample inspection form. In tabular form, identify the purpose of the inspection and how, when and where the inspections should take place. Provide space for recording of weather conditions, general observations and remarks.

.6 Shop Drawings – attach record copies of all final applicable shop drawings.

END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 78 36 RJC JOB # TOR.115158.0001 WARRANTIES APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 WARRANTY/GUARANTY PERIOD

.1 All of the Work of the Contract: Three (3) year guaranty, secured by Performance

Bond for the first 2 years as noted above, commencing on the date of substantial performance.

.2 Any required maintenance or repair of any of the work is to be performed by the

contractor for the duration of the Warranty Period, at no extra cost.

1.2 WINDOW SYSTEM WARRANTY

.1 Total warranty period of five (5) years:

1. First two (2) years, secured by the Performance Bond as noted above, commencing on the date of Substantial Performance (as confirmed by the Consultant).

2. Third, fourth and fifth years - extended warranty, unsecured by bond,

commencing on the expiration of the Performance Bond. Joint Warranty by Installer and Manufacturer. Submit signed certificate to Consultant.

.2 Refer to specification section for additional warranty requirements. 1.3 SEALANT WARRANTY

1. Total Warranty Period of Five (5) Years:

1. First two (2) years, secured by the Performance Bond as noted above, commencing on the data of Substantial Performance (as confirmed by the Consultant).

2. Third, fourth and fifth - extended Warranty, unsecured by Bond,

commencing on the expiration of the Performance Bond. Joint Warranty by the applicator and manufacturer. Submit signed certificate to the Consultant.


DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 78 36 RJC JOB # TOR.115158.0001 WARRANTIES APRIL 2016 PT 16-07 Page 2 3.0 EXECUTION 3.1 REMEDIAL WORK UNDER GUARANTY/WARRANTY

.1 The Owner shall provide written notice to the Contractor, within thirty (30) days

of the discovery of any defect in the system under normal usage. The Contractor shall immediately take necessary steps to protect the area against further damage and shall take corrective action to make good any damage incurred. The Contractor shall schedule all repair work with the Owner and shall make every attempt to make good the defects within 3 weeks of notification.

.2 Remedy is to include, at no cost to the Owner, labor, materials, equipment,

services required to make good defective areas of the Work, and to make good damages incurred in obtaining access to defective areas. The Contractor will reimburse the Owner for any resulting investigation costs to define the extent of defective areas and to retest to confirm acceptability of repairs. In addition, the Contractor will be responsible for all associated costs resulting from stall closure, including the cost of alternative parking.

.4 Warranty periods for areas requiring repair are to be extended by the amount of time between notification that the remedial work is necessary and the completion of the remedial work, thereafter the warranty/guaranty period will re-commence upon completion of the remedial work.

.5 Warranties are not to be deemed to restrict any liability of the Contractor arising

out of any applicable law.

END OF SECTION

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 78 39 RJC JOB # TOR.115158.0001 PROJECT RECORD DRAWINGS APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 RECORD DRAWINGS

.1 Consultant will provide Contractor two sets of white prints for record drawing

purposes. .2 The Contractor to maintain project record drawings and record accurately

deviations from Contract documents. .3 Record changes in red and mark on one set of prints. .4 At completion of contract and prior to final inspection, neatly transfer "as-built"

records to second set of white prints using a fine red marker. Neatly print lettering and numbers in size to match original. Lines may be drawn free-hand, but shall be neat and accurate. Add at each drawing title block note: "AS-BUILT RECORD". Circle on List of Drawings each title and number of drawings marked with "as-built" records.

.5 Submit both sets of "as-built drawings" record drawings to Consultant on

completion of contract and before the final payment. .6 Record following information:

.1 Field changes of dimension and detail.

.2 Changes made by Change Order.

.3 Other significant deviations that are concealed in construction and cannot be identified by visual inspection.

.4 Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure.

.7 Make project record drawing available at all times for reference purposes and for

inspection by the Consultant. Provide reproducible prints to Consultant at regular intervals but not less than once each month.

.8 If project is completed without significant deviations from contract drawings,

declare this in writing and submit to Consultant in lieu of project record documents.

DIVISION 1 – GENERAL REQUIREMENTS Kingston & Frontenac Housing Corporation - Window Replacement Section 01 78 39 RJC JOB # TOR.115158.0001 PROJECT RECORD DRAWINGS APRIL 2016 PT 16-07 Page 2 1.2 OPERATION AND MAINTENANCE MANUALS

.1 Submit one (1) copy of Manufacturers printed operation and maintenance manuals

for requirements requested within those specification Sections. .2 Provide original Manufacturers parts list, illustrations, assembly drawings and

diagrams required for maintenance as requested within the related specification sections.


3.0 EXECUTION Not applicable.

END OF SECTION

DIVISION 2 – SITE WORK Kingston & Frontenac Housing Corporation - Window Replacement Section 02 41 13 RJC JOB # TOR.115158.0001 SELECTIVE DEMOLITION APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 WORK INCLUDED

.1 Provide all labour, material, equipment and supervision required to remove and

dispose of all material and debris resulting from the removal of existing windows and adjoining wall elements.

2.0 PRODUCTS Not applicable. 3.0 EXECUTION 3.1 INSPECTION

.1 Visit and examine the site and note all characteristics and features affecting the Work of this Section.

.2 Ensure all services, whether buried; built-in or exposed are properly identified as

to position, type of service, size, direction of flow. .3 Inspect materials, equipment, components to be re-used or turned over to the

Owner. Note their condition and advise the Consultant in writing of any defects or conditions which would affect their removal and re-use.

3.2 PREPARATION

.1 Prevent movement, settlement or damage of elements of the existing building which are to remain. Provide bracing, shoring and supports as required. Protect existing surfaces not to be restored from damage during work.

.2 Cut and/or cap existing services within the work area, if any, prior to start of

Work as required, but do not affect the services of areas not under construction or essential to the ongoing operation of the building.

.3 In all cases, exercise all reasonable care during removal operations to avoid

damaging items to be salvaged, re-used, or items that are not part of the Scope of Work.

.4 Seal off all work areas to prevent dust and debris from affecting other areas

outside of work area. Prevent public access to areas being repaired.

DIVISION 2 – SITE WORK Kingston & Frontenac Housing Corporation - Window Replacement Section 02 41 13 RJC JOB # TOR.115158.0001 SELECTIVE DEMOLITION APRIL 2016 PT 16-07 Page 2

.5 Tape and/ or seal and provide protection to all mechanical and electrical services

and all fire alarm and security devices still functioning adjacent to the work areas to prevent damage resulting from dust, water, or impact.

.6 Cover floor drains as required to prevent any material from entering the drains.

Ensure that all drains continue to operate as required during construction. .7 Remove or protect in place all surface mounted or permanent fixtures not to be

demolished from damage during demolition procedure. .8 Apply filter cloth to all exhaust and ventilation vents within work area to prevent

dust generated by the construction activity from escaping.

.1 Contractor shall clean, or replace filter cloth if the filter cloth becomes unsuitably dirty as determined by Consultant.

.9 Provide proposed demolition sequence to the Consultant for review prior to

commencing work. .10 Provide temporary lighting and ventilation as required to work areas. Owner shall

provide 110 volt, 220 amp. service to work area for Contractor’s use.

3.3 DEMOLITION

.1 Remove and dispose of material and debris resulting from the removal of windows, flashings and adjoins wall element .

.2 Demolition procedures and equipment shall meet all applicable noise-control by-

laws and regulations of the location of the work. .3 The Contractor is to take care not to damage the surfaces which are to remain

through his removal operation. Where any such damage is done it is to be repaired by the Contractor at his own expense to the approval of the Consultant.

.4 All required re-painting due to damage, overspray, etc. is the Contractor’s

responsibility. .5 At end of each day’s work, leave work in safe condition so that no part is in

danger of causing injury or damage.

DIVISION 2 – SITE WORK Kingston & Frontenac Housing Corporation - Window Replacement Section 02 41 13 RJC JOB # TOR.115158.0001 SELECTIVE DEMOLITION APRIL 2016 PT 16-07 Page 3 3.4 WASTE DISPOSAL

.1 Disposal of waste products and material is to be in strict accordance with the product manufacturer’s material safety data sheets and in accordance with the governing waste control regulations.

.2 The existing drainage system is not to be used to dispose of project wastes and / or

materials .3 Store volatile wastes or material in covered metal containers. All wastes which

create hazardous conditions must be removed from the premises daily.

END OF SECTION

DIVISION 6 – ROUGH CARPENTRY Kingston & Frontenac Housing Corporation - Window Replacement Section 06 10 00 RJC JOB # TOR.115158.0001 ROUGH CARPENTRY APRIL 2016 PT 16-07 Page 1 1.0 GENERAL

1.1 REFERENCE STANDARDS

.1 CSA O80 Series, Wood Preservation.

.2 CAN/CSA O141, Softwood Lumber.

.3 CSA O121, Douglas Fir Plywood.

.4 CSA O151, Canadian Softwood Plywood.

.5 CSA O153, Poplar Plywood.

.6 CAN/CSA 0325.0 (R1998), Construction Sheathing. .7 CAN 0437 Series-93, Standard on OSB and Waferboard. .8 CSA B111, Wire Nails, Spikes and Staples.

.9 National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber, Latest Edition.

1.2 SUBMITTALS

.1 For products treated with preservative by vacuum-pressure impregnation submit following information certified by authorized signing officer of treatment plant:

.1 Information listed in AWPA.M2 and revisions specified in CAN/CSA-080 Series, Supplementary Requirement to AWPA Standard M2 applicable to specified treatment.

.2 Moisture content after drying following treatment with water-borne preservative.

.2 Submit product data for double hot-dipped galvanized nails confirming compliance with ASTM-153.

1.3 INSTALLER QUALIFICATIONS

.1 Maintain a qualified crew of carpenters for the work of this Section. Only qualified journeymen shall be engaged in framing and each journeyman shall have a [B.C. Certificate of Proficiency].

DIVISION 6 – ROUGH CARPENTRY Kingston & Frontenac Housing Corporation - Window Replacement Section 06 10 00 RJC JOB # TOR.115158.0001 ROUGH CARPENTRY APRIL 2016 PT 16-07 Page 2 1.4 DELIVERY, STORAGE AND HANDLING

.1 Protect materials from moisture upon delivery.

.2 Store materials on raised supports. Cover materials with waterproof covering. Provide adequate air circulation and ventilation.

.3 Do not store seasoned materials in wet or damp areas.

.4 Store all materials in a dry environment. Do not cover materials having a moisture content of over 15%.

2.0 PRODUCTS

2.1 LUMBER MATERIALS

.1 Lumber: Except as indicated or stated otherwise lumber to be softwood, S-P-F, S4S, kiln-dried, moisture content 15% or less in accordance with the following standards:

.1 CAN/CSA O141.

.2 Graded and stamped in accordance with the National Lumber Grades Authority (NLGA) Standard Grading Rules for Canadian Lumber.

.3 Finger jointed lumber is not acceptable.

.2 Furring, Blocking, Strapping, Nailing Strips, Grounds, Rough Bucks: S-DRY, Douglas fir species.

.1 Board Sizes: “Standard” grade to NLGA, Paragraph 114c.

.2 Dimension Sizes: “Standard” grade to NLGA, Paragraph 122c.

.3 Wood trims to be kiln-dried spruce - comb faced fascia material.

2.2 FASTENERS

.1 Nail, Spikes and Staples:

.1 To CSA B111.

.2 Use common spiral nails and spiral spikes, except where indicated otherwise, for interior work.

.3 All nails, spikes and staples in contact with borate treated lumber to be hot-dipped galvanized finished steel. All such fasteners in contact with ACQ treated lumber to be stainless steel.

DIVISION 6 – ROUGH CARPENTRY Kingston & Frontenac Housing Corporation - Window Replacement Section 06 10 00 RJC JOB # TOR.115158.0001 ROUGH CARPENTRY APRIL 2016 PT 16-07 Page 3

.2 Bolt, nut, washer, screw and pin type fasteners: hot-dipped galvanized finished steel for all fasteners in contact with borate treated lumber or stainless steel for all fasteners in contact with ACQ treated lumber unless stated otherwise.

.3 Do not combine stainless steel fasteners with galvanized hardware or vice-versa.

2.3 PRESERVATIVE TREATMENT

.1 Treat following items in accordance with applicable CAN/CSA O80 commodity standard using alkaline copper quat type C (ACQ-C) or copper azole type B (CA-B) preservative to obtain minimum net retention of 4.0 kg/m3 of wood. Materials to be kiln-dried after treatment.

.1 All dimension lumber

.2 Inspection of products treated with preservative by vacuum-pressure impregnation will be carried out by an accredited inspection agency of the Canadian Wood Preservers Bureau (CWPB).

.3 All treated lumber and plywood shall bear an identifying stamp in accordance with the CWPB, CSA 080 or AWPA requirements.

.4 Following water-borne preservative treatment, dry material to maximum moisture content of 15%.

.5 Surfaces exposed in preservative treated materials by cutting, trimming or boring must be field treated.

2.4 ACCESSORY MATERIALS

.1 Field applied wood preservative:

.1 For ACQ or CA preservative wood: Organic solvent, copper naphthenate, prepared in accordance with CSA O80.15, coloured green.

.2 For borate preservative wood: Water-based, borate-based, prepared in

accordance with CSA O80.15, tint green.

DIVISION 6 – ROUGH CARPENTRY Kingston & Frontenac Housing Corporation - Window Replacement Section 06 10 00 RJC JOB # TOR.115158.0001 ROUGH CARPENTRY APRIL 2016 PT 16-07 Page 4 3.0 EXECUTION

3.1 FIELD TREATMENT OF PRESERVATIVE TREATED AND EXISTING PRODUCTS

.1 Treat field cuts made in preservative-treated items using preservative, in accordance with AWPA M4.

.2 Apply preservative in accordance with manufacturer’s instructions. Apply by dipping, by brush or by spray to completely saturate and maintain wet film on surface for minimum 3 minute soak on lumber and one minute soak on plywood. Allow to dry 24 hours prior to covering.

.3 Re-treat surfaces exposed by cutting, trimming or boring with liberal brush application of preservation before installation.

3.2 WOOD FURRING AND BLOCKING

.1 Provide wood furring and blocking at locations indicated on drawings and as specified.

3.3 WOOD TRIM AND FASCIAS

.1 Install wood trim and fascia boards using finishing nails set slightly below the surface.

.2 Joints to be mitred to disguise shrinkage.

3.4 STORAGE OF MATERIALS

.1 All materials to be stored in a dry environment. No materials having a moisture content of over 15% to be covered up.

END OF SECTION

DIVISION 6 – ROUGH CARPENTRY Kingston & Frontenac Housing Corporation - Window Replacement Section 06 20 00 RJC JOB # TOR.115158.0001 FINISH CARPENTRY APRIL 2016 PT 16-07 Page 1 1.0 GENERAL

1.1 SAMPLES

.1 Submittals to be made in accordance with Section 01300 – Submittals.

.2 Submit 300 mm x 300 mm samples of each type of solid wood or plywood to receive stain or natural finish.

.3 Submit 250 mm long samples of each type of trim, moulding and handrail.

1.2 DELIVERY, STORAGE AND HANDLING

.1 Make no delivery until site conditions are adequate to receive the work of this Section. Protect materials from weather while in transit to site.

.2 Adequately protect finish surfaces during delivery, handling and storage.

1.3 ENVIRONMENTAL CONDITIONS

.1 Materials for interior installation shall be installed only in areas with a constant and minimum temperature of 15° C, with interior relative humidity conditions within design values.

1.4 COORDINATION

.1 Coordinate provision of concealed blocking or supports.

.2 Ensure that back-priming of finish carpentry surfaces concealed after installation, has been performed as specified in Section 09911 – Interior Painting, prior to installation.

DIVISION 6 – ROUGH CARPENTRY Kingston & Frontenac Housing Corporation - Window Replacement Section 06 20 00 RJC JOB # TOR.115158.0001 FINISH CARPENTRY APRIL 2016 PT 16-07 Page 2 2.0 PRODUCTS

1.1 STANDING AND RUNNING TRIM

.1 Softwood Lumber: to CSA 0141 and National Lumber Grades Authority requirements, s-dry with maximum moisture content of 12% for interior work, selected for opaque and transparent finishes as applicable.

.2 Miscellaneous Trim: to NLGA para. 103C “C and Better” grade, douglas fir species.

3.0 EXECUTION

1.2 INSTALLATION

.1 Use skilled workers experienced in finish carpentry trade.

.2 Install items level, plumb and true to line of building, in accordance with details.

.3 Use concealed fixings throughout installations. Back fix items wherever practical; countersink and plug or fill face fixings to render invisible after installation.

.4 Cut and fit items to adjacent material for tight tailored custom installations.

.5 Make joints smooth, flush and tight.

END OF SECTION

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement SECTION 07 62 00 RJC JOB # TOR.115158.0001 METAL FLASHING AND TRIM APRIL 2016 PT 16-07 Page 1 1.0 GENERAL


.1 All Reference Standards are latest editions, unless noted otherwise.

.2 ASTM A653/A653M, Standard Specification for Steel Sheet Zinc Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by Hot-Dip Process.

.3 CSA B111, Wire Nails, Spikes and Staples.

.4 Architectural Sheet metal Manual, Sheet metal and Air Conditioning Contractors National Association, Inc (SMACNA).

.5 Roofing Specifications Manual, Canadian Roofing Contractors Association (CRCA)

1.2 SUBMITTALS

.1 Shop Drawings: Indicate dimensions, profiles, attachment methods, schedule of wall elevations, trim and closure pieces, and related work. Include details of continuity of air/vapour barriers at all tie-ins to adjoining systems.

.2 Samples

.1 Submit samples of each condition

.2 Submit samples of each type of material and colour to be used.

.3 Product Data: Provide manufacturer's technical data for material to be used.

.4 Maintenance Data:

.1 Provide samples for inclusion in manual specified in Section 01 78 23 – Maintenance and Renewal Manual.


.1 Materials shall not be exposed to wetting or damage and shall be stored neatly, properly stacked.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement SECTION 07 62 00 RJC JOB # TOR.115158.0001 METAL FLASHING AND TRIM APRIL 2016 PT 16-07 Page 2

.2 Assembled units and/or their component parts shall be transported, handled and stored in a manner to preclude damage of any nature. Stack preformed material in manner to prevent twisting, bending and rubbing.

.3 Remove all units or components that are stained, watermarked, cracked, bent, chipped, scratched or otherwise unsuitable for installation and replace with new.

.4 Protect finish and edges in accordance with manufacturer’s directions.

.5 Store material in accordance with manufacturer’s directions.

.6 Prevent contact of dissimilar metals during storage and protect from acids, flux, and other corrosive materials and elements.

1.4 MOCK-UP

.1 Assemble a mock-up of each condition, including sill, head etc. on site for review by the Consultant.

.2 Mock-up shall include all components of the system, including typical joints and connection hardware, and typical tie-ins to adjoining systems, all finished as specified.

.3 Modify the mock-ups at no additional cost to the contract as may be required to meet design and performance requirements.

.4 Mock-up may be part of finished work.

.5 Allow 24 hours for review of mock-ups by Consultant before proceeding with work.

2.0 PRODUCTS

2.1 SHEET METAL MATERIALS

.1 Carbon Steel:

.1 G90 galvanized steel sheet to ASTM A653/A653M, commercial quality with Z275 designation zinc coating. Thickness of sheet metal to be 24 gauge (0.6070mm) unless otherwise noted.


.2 Finish:

.1 Prefinished steel with factory applied silicone modified polyester on primer, both paint and primer back cured. Include paint system coating to reverse side of coil stock to prevent corrosion of backside surfaces and uniform colour.

.2 Performance Level: “Dofasco/Stelco 8000 Series” paint. Coating thickness not less than 25 micrometres +/- 5 micrometres (1.0 mils +/- 0.2 mils).

.3 Colour: To match existing

.2 Aluminum:

.1 Standard alloys: to AA Aluminum Standards and Data and to ASTM B209.

.2 Use one of the following alloys:

.1 Alloy 3003: H14 sheet and plate meeting ASTM B209.

.2 Alloy 3004: sheet and plate meeting ASTM B209.

.3 Temper: H14.

.4 Temper: H134 for embossed sheet.

.3 Unfinished aluminum: Alclad.

.4 For anodized aluminum use appropriate alloy and temper to achieve the specified color and surface finish.

.5 Use a minimum 0.032 inch (0.81mm) aluminum sheet thickness.

.6 Mill Finish: Provide aluminum finish of architectural quality as produced

by the mill.

.7 Anodic Coating: Architectural Class I anodic coating as described in the Aluminum Association Standard, SSA-46. Color shall be white.

.8 Organic Coatings (paint finishes):

.1 Pigmented organic coatings shall be coil or spray applied in the factory and shall meet the performance requirements of AAMA 1402.

.2 Pretreatment of the metal surfaces as required by the paint manufacturer so as to provide the proper surfaces for applying the specified coating, in accordance with AAMA 1402 for coil coated sheet.


2.2 ACCESSORIES

.1 Plastic Cement: cutback asphalt type, to CAN/CGSB 37.5.

.2 Underlay for Metal Flashing: Refer to Section 07195 – Self-Adhering Membrane.

.3 Sealants: in accordance with Section 07900 - Sealants.

.4 Cleats and Starter Strips: of same material, and temper as sheet metal, minimum 50 mm (2”) wide x thickness same as sheet metal being secured.

.5 Fasteners: of same material as sheet metal, corrosion resistant, to CSA B111, flat head roofing nails of length and thickness suitable for metal flashing and trim application.

.6 Washers: of same material as sheet metal, 1.0 mm thick with rubber packings.

.7 Touch-Up Paint: as recommended by the prefinished material manufacturer.

2.3 FABRICATION

.1 Fabricate metal flashings and other sheet metal work in accordance with applicable SMACNA details and specifications.

.2 Form sections to maximum 2400mm (8ft.) lengths using one (1) piece for each flashing section. Make allowance for expansion at joints.

.3 Use flat-lock folded seams for all joints and splices of thru-cavity flashings.

.4 Hem exposed edges on underside 12 mm; mitre and seal corners with sealant.

.5 Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance.

.6 Ends of sill flashing to have 1/2" folded upturn, creating an end dam. Cutting and caulking of upturns will not be accepted.

.7 Metal flashing shall be formed on a bending brake with shaping trimmed. Hand seaming shall be done on a bench, as far as practicable, with proper sheet metal working tools. Angles of bends and folds for interlocking metal shall be made with full regard to expansion and contraction to avoid buckling and damage to metal.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement SECTION 07 62 00 RJC JOB # TOR.115158.0001 METAL FLASHING AND TRIM APRIL 2016 PT 16-07 Page 5 2.4 METAL FLASHINGS

.1 Form flashings, copings and fascias to profiles indicated and as required complementing and finishing membrane- roofing and wall systems.

3.0 EXECUTION

3.1 EXAMINATION OF SURFACES

.1 Examine surfaces to receive flashings. Notify the Consultant of surfaces which are considered unacceptable to receive the work of this Section.

3.2 PROTECTION OF EXISTING WORK

.1 Protect the work of other Sections from damage by the work of this Section.

.2 Place protection to the requirements and satisfaction of this Section before performing the work of other Sections.

3.3 INSTALLATION - GENERAL

.1 Install sheet metal working accordance with applicable SMACNA specifications.

.2 Use concealed fastenings throughout, except where approved by the Consultant prior to start of the work.

.3 Provide underlay under sheet metal; secure in place and lap joints 100 mm (4”). Refer to section 07195.

.4 Counterflash bituminous flashings at intersections of roof with vertical surfaces and curbs. Flashing joints using standing seams forming tight fit over hook strips.

.5 Use flat-lock joints for all metal flashing.Lock end joints and caulk with sealant.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement SECTION 07 62 00 RJC JOB # TOR.115158.0001 METAL FLASHING AND TRIM APRIL 2016 PT 16-07 Page 6 3.4 REGLETS

.1 Reglets that are not of sufficient height, are not to be re-used. New reglets are to be cut at a suitable height (as shown on drawings) and are to be a minimum of 13mm (1/2”) wide and 19mm (3/4”) deep.

.2 For existing reglets greater than 450mm (16”) above the horizontal membrane surface, clean out and secure new metal flashing and caulk. Minimum height shall be 450mm (16”) or as detailed.

3.5 TOUCH-UP AND CLEAN-UP

.1 The Contractor shall remove undue grime and dirt from flashing materials by dry wiping as the material is erected.

.2 Remove all excess solder and sealants with recommended solvent.

.3 Wipe off all hand prints, smudges, and other superficial stains.

.4 Remove and replace all dented and damaged materials.

.5 At completion of the work, remove any excess materials, debris and equipment pertaining to the work, from the site.

END OF SECTION

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 65 16 RJC JOB # TOR.115158.0001 SELF-ADHERING MEMBRANE APRIL 2016 PT 16-07 Page 1 1.0 GENERAL

1.1 WORK INCLUDED

.1 Self-adhering membrane as indicated on the drawings and as specified herein.


.1 All Reference Standards are latest editions, unless noted otherwise.

.2 CGSB 19-GP-14M - Sealing Compound, One Component, Butyl-Polyisobutylene Polymer Base, Solvent Curing.

1.3 SUBMITTALS

.1 Product Data: Provide data on material characteristics, performance criteria and limitations.

.2 Manufacturer's Installation Instructions: Indicate preparation, installation requirements and techniques, product storage and handling criteria

.3 .Maintenance

.1 Submit data covering the care, cleaning and maintenance.

1.4 QUALITY ASSURANCE

.1 All materials used in this contract shall be of the highest quality as manufactured by nationally recognized manufacturers and of the type specified. Obtain material from a single manufacturer.

.2 All membrane work shall be carried out by a specialist applicator, approved by the membrane manufacturer, who can substantiate with documented evidence, successful installation of similar membrane systems over a minimum period of five (5) years prior to award of this contract. Such evidence and the manufacturer’s statement of approval shall be submitted to the Consultant upon receipt.

.3 Provide for a technical representative from the membrane manufacturer to be on the job site to assure compliance with the manufacturer’s directions. The technical representative shall be present when the applications start and shall make periodic inspections during applications, as required. The technical representative shall confirm such inspections have been made by submitting written reports to the Consultant on the membrane application and percentage completion within 5 days of each site visit.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 65 16 RJC JOB # TOR.115158.0001 SELF-ADHERING MEMBRANE APRIL 2016 PT 16-07 Page 2 1.5 MOCK-UP

.1 Provide mock-up of materials

.2 Construct typical exterior wall window frame and sill, in rough opening illustrating materials interface and seals.

.3 Allow for review of mock-up by the Consultant before proceeding with work.

.4 Mock-up may remain as part of the Work.

1.6 PRE-INSTALLATION CONFERENCE

.1 Convene one week prior to commencing work of this section.

1.7 ENVIRONMENTAL AND PROJECT REQUIREMENTS

.1 Do not install solvent curing sealants or vapour release adhesive materials in enclosed spaces without ventilation.

.2 Maintain temperature and humidity recommended by the materials manufacturers before, during and after installation. Check surfaces and areas specified and shown to receive membrane.

1.8 SEQUENCING

.1 Sequence work to permit installation of materials in conjunction with related materials and seals.

1.9 COORDINATION

.1 Coordinate the work of this section with all sections referencing this section.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 65 16 RJC JOB # TOR.115158.0001 SELF-ADHERING MEMBRANE APRIL 2016 PT 16-07 Page 3 1.10 DELIVERY, STORAGE AND HANDLING

.1 Deliver and store all materials in their original packaging in undamaged condition, sealed with labels intact, having manufacturer’s name, brand, weight, CSA and other references to accepted standards clearly shown.

.2 Make all necessary arrangements with regard to delivery and storage on the site with the Contractor and schedule deliveries accordingly. In general, deliver material as required for installation and keep site storage to a minimum.

.3 Provide all plant and equipment necessary for off-loading of materials to complete the work of this section.

.4 Protect materials from damage, weather and store in a dry place.

.5 Handle materials and equipment in strict accordance with the manufacturer’s recommendations. Damaged or deteriorated materials shall be removed from premises.

1.11 INSPECTION

.1 Prior to the membrane being covered, notify the Consultant for review.

1.12 PERFORMANCE REQUIREMENTS

.1 Reference to products does not relieve the manufacturer of responsibility to comply fully with all specified criteria.

2.0 PRODUCTS

2.1 MEMBERANE FLASHINGS

.1 Consisting of a self-adhering SBS rubberized asphalt compound integrally laminated to polyethylene or polyprolylene film.

.1 Perm-A-Barrier Air Barrier Membrane by W.R. Grace.

.2 Sopraseal Stick 1100 Air Barrier Membrane by Soprema.

.3 Blueskin SA Air Barrier Membrane by Bakor

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 65 16 RJC JOB # TOR.115158.0001 SELF-ADHERING MEMBRANE APRIL 2016 PT 16-07 Page 4 2.2 ACCESSORIES

.1 Associated Materials: Primers, mastics, sealants, liquid membrane, control joint materials, etc. required for complete membrane system installation shall be to membrane manufacturer’s standards.

3.0 EXECUTION

3.1 EXAMINATION

.1 Verify that surfaces and conditions are ready to accept the Work of this section.

.2 Report any unsatisfactory conditions and/or surfaces to the Consultant in writing. Starting work shall imply acceptance of surfaces and conditions.

.3 Take all necessary measurements and levels at the building. The work shall be laid out to accurately fit the conditions at the building and with adjacent work.

.4 Notify the Consultant of any variations beyond the accepted tolerances in the substrate or in the adjacent work.

3.2 PREPARATION

.1 Preparation of all surfaces to receive membrane, including substrate, joints, cracks, coves, etc. shall be carried out in accordance with the manufacturer’s directions.

.2 Ensure that all substrate surfaces are smooth, dry and firm. Remove any frost, ice, loose particles, ridges, laitance, cracks, grease, asphalt, oil and other foreign matter which could prevent adhesion of the membrane to the substrate.

.3 Ensure that concrete surfaces are free from surface pitting and honeycombing. Remove projections and other irregularities which could puncture the membrane. Fill voids, surface pitting and honeycombing. Repair pour joints and provide a surface satisfactory for application of membrane.

3.3 PRIMING

.1 Clean and prime substrate surfaces to receive sheet adhesive in accordance with manufacturers instructions.

.2 All surfaces to receive self-adhering membrane shall be primed at the rate recommended by the manufacturer. Primer shall be uniformly applied.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 65 16 RJC JOB # TOR.115158.0001 SELF-ADHERING MEMBRANE APRIL 2016 PT 16-07 Page 5

.3 Open time of 30 minutes minimum shall be allowed before installation of self-adhering membrane.

3.4 MEMBRANE APPLICATION

.1 Application of membrane, including temperature limitations, curing requirement and all other application procedures shall be carried out in accordance with membrane manufacturer’s written directions.

.2 Cut and seal membrane around protrusions to form tight seal.

.3 Apply trowelled bead of mastic to all terminations at end of each day’s work.

.4 Inspect membrane thoroughly before being covered and make any corrections immediately. Misaligned or inadequately capped seams, punctures, or other damage shall be repaired by patching and sealing with membrane manufacturer’s directions.

.5 .At all detail areas, take extra care to ensure continuity of the membrane.

.6 Apply membrane in a “shingle”, to direct water in a downwards fashion with joints lapped a minimum 100mm (4”).

.7 Reinforce all corners with second ply of membrane.

.8 All membrane patches shall extend a minimum 150mm (6”) from repair location or penetration. Seal all around patches with tooled mastic.

.9 Seal all side laps and all top laps with mastic.

.10 .Fill all joints or gaps wider than 6mm (¼”) with galvanized steel sheet, wood or other suitable backing and apply 300mm (12”) piece of membrane over joints prior to application of the field membrane.

.11 .Coordinate installation of membrane with other related work to minimize exposure of membrane.

3.5 PROTECTION AND CLEANING

.1 Repair, remove and clean all smears on exposed finished surfaces or surfaces to be subsequently finished. Clean off immediately as directed by and to the satisfaction of the Consultant.

.2 Protect all adjacent surfaces from damage due to membrane operations.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 65 16 RJC JOB # TOR.115158.0001 SELF-ADHERING MEMBRANE APRIL 2016 PT 16-07 Page 6

.3 As work proceeds and on completion, clean up and remove from the premises all rubbish and surplus materials resulting from this work.

.4 Ensure that any membrane that is installed in a high traffic area is protected from damage.

END OF SECTION

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 92 10 RJC JOB # TOR.115158.0001 SEALANTS AND CAULKING APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 WORK INCLUDED

.1 Provide all labour, equipment, materials and supervision to seal designated cracks and joints in suspended slabs as follows:

1.2 PERFORMANCE REQUIREMENTS

.1 The sealant shall be totally waterproof, flexible and thermally compatible with the

concrete substrate under applicable service conditions. .2 The sealant shall remain fully bonded to the concrete surfaces. .3 The sealed joint shall not leak. .4 The system shall allow zero chloride permeability.

1.3 SUBMITTALS

.1 Contractor to submit a certified statement from manufacturer attesting that all areas and surfaces were satisfactorily prepared to receive sealant as per Manufacturer instructions and requirements.

.2 Contractor to submit statement from manufacturer attesting that all sealant was

installed in accordance with the manufacturers written instruction.

1.4 REFERENCES

.1 CAN/CGSB 19.24-M90: Multicomponent, Chemical-Curling Sealing Compound

2.0 PRODUCTS 2.1 MATERIAL

.1 Caulking compound shall be two or three component, polyurethane compounds.

.2 Heel bead sealant or crack and joints for sloping surfaces: Polyurethane compound gun grade complete with Manufacturer’s recommended primers. Approved products:

.1 Tremco Dymeric .2 SikaFlex 2C NS EZ

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 92 10 RJC JOB # TOR.115158.0001 SEALANTS AND CAULKING APRIL 2016 PT 16-07 Page 2

.3 MasterSeal NP2 by BASF

.4 Isoflex 830

.3 Backer rod to be non-gassing. Approved product: Sofrod.

2.2 SAMPLES

.1 If requested by the Consultant, samples of the joint sealant shall be applied on site to determine material application rates and final appearance.

3.0 EXECUTION 3.1 HEEL BEAD

.1 Ensure all existing caulking is removed and surfaces are prepared and primed in

accordance with Manufacturer’s recommendations. .2 The minimum standard of cleaning prior to priming shall be a light sand blast. .3 Apply a heal bead of sealant to all window and wall interfaces to fill all voids and

joints solid, tooling to a uniform fillet with a minimum throat of 15 mm. .4 Form surface of sealant smooth, free from ridges, wrinkles, sags, air pockets,

embedded impurities.

3.2 WORKMANSHIP .1 Surfaces shall be cleaned of all moisture, dust, grease, oils, existing caulking, or

other materials that may adversely affect sealant bond. Minimum standard of cleaning shall be sandblasting. Cleaned joints must be thoroughly dry, dust free, and frost free before sealing.

.2 All material application is to be in strict conformance with manufacturer’s

recommendations, including application temperatures. .3 Application procedures that result in toxic fumes or flammable solvents collecting

or endangering workmen or building occupants are not permitted. .4 Sealant to be continuous, free of air voids and applied such that it fills all voids. .5 Provide a smooth concave tooled joint. .6 Caulked joints shall be protected by Contractor until sufficiently cured.

DIVISION 7 – THERMAL AND MOISTURE PROTECTION Kingston & Frontenac Housing Corporation - Window Replacement Section 07 92 10 RJC JOB # TOR.115158.0001 SEALANTS AND CAULKING APRIL 2016 PT 16-07 Page 3 3.3 INSPECTION AND TESTING

.1 To ensure proper bonding of material to substrate, adhesion tests will be

performed. Manufacturer’s representative will also perform adhesion testing as required to satisfy issuance of manufacturer’s warranty.

.2 Contractor to repair all test locations at no extra cost.

END OF SECTION

DIVISION 8 – DOORS AND WINDOWS Kingston & Frontenac Housing Corporation - Window Replacement Section 08 53 13 RJC JOB # TOR.115158.0001 VINYL WINDOWS 1ST CLASS APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.1 WORK INCLUDED

.1 Window frames and sashes consisting of extrusions of polyvinyl chloride (PVC). .2 Windows as pre-assembled units, including factory installation of glass and

glazing. .3 Window systems of the following types:

.1 Single fixed and operable slider lites. .2 Composite, with fixed lites and operable slider lites. .3 Combination, with fixed and operable.

.4 All windows from the same manufacturer.

1.2 REFERENCE STANDARDS (Most recent version unless noted otherwise.)

.1 AAMA/WDMA/CSA101/I.S.2/A440-08-NAFS- North American Fenestration

Standard/ Specification for windows, doors, and skylights

.2 CSA A440S1 – 09 “Canadian Supplement to AAMA/WDMA/CSA101/I.S.2/A440-08 – NAFS - North American Fenestration Standard/Specification for windows, doors, and skylights”

.3 British Columbia Energy Efficiency Act – Energy Efficiency Standards Regulation (BCEEA)

.4 CAN/CSA-A440-Windows; A440.1 User Selection Guide to A440; A440.2

Energy Performance Evaluation; A440.3 User Guide to A440.2; A440.4 Window and Door Installation.

.5 CAN/CSA-G164-Hot-Dip Galvanizing of Irregularly Shaped Articles .6 CAN/CGSB-1.40-Primer, Structural Steel, Oil Alkyd Type. .7 ASTM D4216, Standard Specification for Rigid Polyvinyl Chloride (PVC) and

Related PVC and Chlorinated Polyvinyl Chloride (CPVC) Building Products Compounds.

.8 ASTM D4726, Standard Specification for Rigid Polyvinyl Chloride (PVC)

Exterior-Profile Extrusions Used for Assembled Windows and Doors

DIVISION 8 – DOORS AND WINDOWS Kingston & Frontenac Housing Corporation - Window Replacement Section 08 53 13 RJC JOB # TOR.115158.0001 VINYL WINDOWS 1ST CLASS APRIL 2016 PT 16-07 Page 2

.9 Glazing Contractor’s Association of B.C. (GCABC) publication: Glazing

Systems Specifications Manual <SPEC NOTE: Insert applicable Association if required.>

.10 IGMA Glazing Recommendations for Sealed Insulating Glass Units.

1.3 DEFINITIONS

.1 Single Unit Window: a window consisting of one fixed or one operable lite. .2 Composite Window: a window consisting of a maximum of three lites in one

main frame. Composite windows may consist of fixed or operable windows, or a combination of both.

.3 Combination Window: a combination of complete window assemblies (three

maximum), whose frames are mulled together. Combination windows may consist of fixed or operable windows, or a combination of both.

1.4 DESIGN CRITERIA

.1 Materials, fabrications, attachments, accessories, assembly and performance,

other that thermal performance, shall meet or exceed applicable requirements of CSA-A440, Windows, including appendices. The more stringent of CSA-A440 or this specification shall apply.

.2 Thermal performance shall be determined in conformance with CSA-A440.2,

Thermal Performance Evaluation of Windows and Sliding Glass Doors, and Appendix A – Overview of the Procedure for Determining the U-Value by Computer Simulation.

.3 Design windows to be glazed from the interior. .4 Design windows to equalize both positive and negative pressure between outside

air and: .1 cavities surrounding insulating glass units, and .2 cavities surrounding operable sash.

.5 Design windows to provide drainage from spaces around operable sash and

around insulating glass units to exterior.


.6 Design windows to provide for the continuity of the air seal from the inside face of the sealed unit to the surrounding frame.

.7 Design window anchorage to withstand wind load equal to or greater than

calculated loads as per CSA A440S1-09 in accordance to the Performance Class specified herein or to Part 4 of the BC Building Code.

.8 Design vinyl components to accommodate thermally induced movement and to

prevent creep deflection. Limit of creep deflection 3mm per meter in any member or assembly.

.9 Design assembly to accommodate structure movements due to wind, seismic,

creep and live loads where applicable and/or as noted. 1.5 PERFORMANCE REQUIREMENTS

.1 This is a performance specification issued in conjunction with the drawings for the work. The drawings show the general arrangement of the finished work and these specifications described the minimum requirements of the finished system. The Contractor is responsible for designing and furnishing a window system that will fulfill the requirements of the specifications and drawings including items which may not be shown or specified but are required for performance of the system.

.2 The window shall be designed, fabricated and installed to meet or exceed the

criteria in this subsection. .3 Structural

.1 Wind Load Resistance to NAFS in conjunction with CSA A440.09.

.2 The window assembly and fasteners shall be designed to withstand negative and positive wind loads in accordance to BCBC using an annual probability factor of 1/50 years for the reference wind velocity, and 8 per 1000 glass failure rate under this load.

.3 The glass shall be designed to withstand guard loads as required by the

BCBC.

.4 The glass shall be designed to withstand thermal stresses imposed in service. In calculation, assume the use of blinds located not less than 50 mm from the inside surface of the glass.


.5 The window system shall be designed to limit deflection orthogonal to the plane of the glass under wind or guard loads to L/175 in all clear span dimensions of glass and framing members.

.6 Anchors and fasteners shown on the drawings do not represent the

required location or types required for installation of the new widow. Any attachment points must be shown on shop drawings for review by the Consultant.

.7 All fastenings and attachments shall be concealed. .8 Movement and Tolerances

.1 The window shall accommodate the building live load deflection at the floor edge of 9 mm.

.2 The window shall accommodate expansion and contraction of component materials over an exterior air temperature range of -18ºC to 35ºC and a possible solar heating range to 70ºC, and an interior temperature range of 0ºC to 30ºC without causing:

.1 failure of joint seals necessary for air and water tightness of the system, .2 failure of perimeter seals at interfaces to adjacent wall systems, .3 overstressing of fasteners, .4 pinching or distortion or breakage of glass,

.5 distortion of aluminum members, .6 or other harmful effects.

.4 The window shall be fabricated and installed square, level and plumb as follows:

.1 Plumb to within 3 mm of vertical over the height of each unit.

.2 Within 3.0 mm of level relative to a datum established for frames at the same floor.


.3 Within 1.5 mm of level relative to an adjacent frame.

.4 Each frame shall be within 3.0 mm of square when measured across the diagonals.

.5 Clearances required for installation should be considered and indicated on

the shop drawings.

.6 All movements of the window system shall be noiseless.

.5 Weather Tightness

.1 Water Tightness to NAFS in conjunction with CSA A440.09 .

.2 The glazing system shall be installed so that it forms a continuous unbroken air seal on the room side of the assembly. The air seal shall extend from the glazing assembly to adjoining wall components at all interfaces. Airtightness of the window and interfaces shall restrict infiltration and exfiltration of air through the system in accordance to NAFS.

.3 The window system shall be designed in accordance with rainscreen principles, incorporating venting and drainage mechanisms and separate air and water barriers, effective so that any water entering the system past exterior seals drains harmlessly to the exterior via pressure equalized drainage cavities.

.4 Vent and drain holes shall be inconspicuously located and shall not contribute to staining or marking of glass, mullions, or spandrels.

.6 Durability

.1 The window frames and integral seals shall be designed to have an expected service life of 30 years. All seals, gaskets, corrosion protection, coatings and attachments are expected to be serviceable at the end of this service period.

.2 The glazing shall have a guaranteed service life of five years. Any glazing failing to meet this service life shall be removed and replaced at no cost to the Owner under guarantee by the Contractor. Failure of any glazing shall be deemed to occur if any of the following are noted:

.1 Chipping, cracking, or breakage of glass panes occurring due to manufacturing defects or under specified service conditions.


.3 The window system glazing splines shall be pressure fitted gaskets (‘dry-dry’ seals throughout. Seals to the glass formed by adhesive tape alone will not be accepted.

.4 Seals between unitized components of the glazing system shall be formed with clamped rubber gaskets. Seals between frame units made with field applied sealants alone will not be accepted.

.5 The finished surface coating on the aluminum window and related components shall be guaranteed against excessive surface finish fading, non-uniform fading, loss of gloss, development of pitting corrosion, or flaking discernable from 2 m of the surface for a period of five (5) years.

1.6 RESPONSIBILITY FOR MEETING PERFORMANCE REQUIREMENTS .1 Meeting the performance requirements of this section during the design

fabrications and installation of the work shall be the complete responsibility of the Contractor.

.2 The details shown on associated drawings show dimensions and profiles similar

to those expected to be required to meet the specifications of this section. The Contractor may submit design proposals with minor changes to the details shown on the drawings in order to meet or exceed the performance requirements of this section by using proprietary technology. Every effort has been made to show on the drawings and in the specification items of the design that may not be altered or altered only to limited extents.

.3 The structural, durability, weather tightness and energy use requirements of this

section shall be certified by an Engineer employed by the Contractor using standards recognized by the local authority having jurisdiction, the product manufacturer and current trade associations.

.4 The design of the product and the responsibility of the Contractor’s Engineer shall

extend to accommodate all temporary conditions associated with fabrication, transport, storage, lifting, installation and temporary closure of the building without detrimental effect on the performance requirements of these contract documents.

.5 The Consultant’s review of the Contractor’s submittals and the work is of the

benefit only of the Owner. The Contractor shall remain responsible for the design, fabrication, installation and performance of the product.

1.7 SUBMITTALS

.1 Submittals to be made in accordance with Section 01 33 00 - Submittals.


.2 Product Data: Submit catalogue details for each type of window and framing

system illustrating profiles, dimensions and methods of assembly, installation procedures, recommendations and data that products have been tested and comply with performance requirements.

.3 Submit test reports form an independent testing agency acceptable to the

Consultant, indicating windows to be supplied for the project meet specified requirements, including compliance with AAMA/WDMA/CSA101/I.S.2/A440-08- NAFS. Testing conducted by manufacturer to follow all required product test and sequence tests as described under Clause 5 in AAMA/WDMA/CSA101/I.S.2/A440-08- NAFS in conjunction with CSA A440S1-09.

.4 Energy Conformance: Supply documentation sufficient to confirm conformance

with the British Columbia Energy Efficiency Act, using one of the following testing agencies or persons. .1 A person or organization accredited by the Standards Council of Canada .2 National Fenestration Rating Council accredited Inspection Agency

.3 Architect or Professional Engineer, authorized to practice in British

Columbia. .5 Shop Drawings:

.1 Submit shop drawings of windows prepared under the supervision and

bearing the seal of a Professional Engineer of the Province of Ontario. Upon request, provide structural calculations per conformance to Building Codes, By-Laws and CAN/CGSB 12.20. Engineering Certification shall include all performance requirements of this section, including structural air and water-tightness.

.2 Clearly indicate each type of window, hardware and locations, framing

system, extrusion profiles, methods of assembly, section and hardware reinforcement, anchorages and location of exposed fasteners, isolation coatings, finishes, glazing components, insect screens, and location of manufacturer’s name plates (if applicable).

.3 Provide scaled elevations, sections, plans, dimensions and quantity of

units. Indicate rough opening requirements and tolerances of adjacent construction.


.4 Provide full size details for head, sill and jamb conditions, junctions

between combination units (coupling mullions), and interior and exterior trim. Clearly indicate method and location of connection and continuity of the envelope air, vapour and water seals. Clearly indicate drainage and ventilation paths within the window assembly and at the interface to the building envelope. . Confirm compatibility of materials that form the air/vapour/water barrier of the integrated system.

.5 Provide manufacturer’s assembly instructions for operable units. .6 No materials shall be purchased or units fabricated until final review of

shop drawings is completed by consultant. .6 Samples: If requested, make the following samples available for

Owner/Consultant review at least one week prior to shop drawing preparation: .1 150 mm long corner sections of head, jamb, sill, meeting rail, mullions

and coupling mullions to indicate profile. .2 One (1), 4’x 4’ with 2’ operable section, representative model of each type

of window. .7 Letters of Assurance: The Registered Professional Engineer who signed and

sealed the shop drawings shall perform sufficient field reviews in order to provide a letter of professional assurance after completion of the Work, giving assurance that the Work has been fabricated and installed in general conformance with the sealed shop drawings. Approved forms are Ontario Building Code Letters of Assurance (Schedule C). Written inspection reports of field reviews shall be submitted promptly as the field reviews are made.

.8 Maintenance Data: Provide in accordance with Section 01 78 23 – Maintenance

and Renewal Manual, the following data for incorporation into specified maintenance manual: .1 A recommended inspection procedure and schedule and component

replacement schedule. .2 Data for cleaning and maintenance of framing finishes, glazing and

hardware. .9 Warranties:


.1 Provide a written warranty signed and issued in the name of the Owner stating: .1 All windows will be free from defects in material and

workmanship for a period of two (2) years from the date of substantial Performance of the Work.

.2 All windows will continue to provide satisfactory resistance to

water penetration for a period of five (5) years from the date of Substantial Performance of the Work.

.3 All insulating sealed double glazing units shall be covered for a

period of ten (10) years from the date of Substantial Performance of the Work, against material obstruction of vision as a result of hermetic seal failure and dust or film formation on inner glass surfaces.

.2 If a 3rd party warranty is provided then the warranty requirements are to

be the most stringent of the 3rd party warranty or the requirements listed above or the requirements in Section [01 78 36] Warranties and Bonds.

.3 Satisfactory performance means compliance with the performance criteria

and the testing and construction standards of this specification, and with the reviewed shop drawings. This includes the performance of finishes, hardware glass and glazing materials, structural attachment, sealants and flashings.

.4 Correct all deficiencies that appear during the warranty period at no cost to

the Owner. 1.8 QUALITY ASSURANCE

.1 Sealed insulation unit manufacturer to be a member in good standing of the

Insulating Glass Manufacturers Alliance (IGMA). .2 Glass and glazing work under this section to conform to IGMA standards.

.3 In Plant Testing: Manufacturer to test 5% of windows (min. two) prior to

shipments to site. Verification letter shall accompany shipment. .4 Site Testing:


.1 Window performance testing is to be conducted by a testing agency designated by the consultant.

.2 All costs, except those of the testing agency, are to be included in Lump

Sum Contract Price. (Net). .3 Contractor to provide full wall assembly and seals to opening in area of all

tests (for a minimum distance of 600 mm beyond rough opening). Where stucco cladding is the exterior finish, plywood may be used as a temporary exterior cladding for the test. Otherwise the specified cladding is to be in place at the time of testing.

.4 Test a quantity of 5% of the total number of windows (minimum 2).

Testing selection shall include: .1 One window of the 5% total, to be tested as a mock-up prior to

installation of remaining windows. Contractor may select location. .2 Remaining windows of the 5% total to be tested at 50% (minimum)

completion of the project. Owner’s representative to select location. .5 Testing shall include:

.1 Water Penetration: Field testing to be in accordance with ASTM

E1105-00, by using AAMA 502-02 Test Method B. .2 Air Leakage: to be in accordance with CSA A 440, by using

ASTM E783-02. .3 Test levels as noted under performance requirements.

.6 In the event that assemblies fail to pass the performance requirements

initially, the costs to repair/replace/adjust the assemblies and the costs for subsequent testing to confirm conformance shall be borne by the contractor.

.7 Ensure that all modifications required to pass field test are performed on

all other affected or similar windows.

DIVISION 8 – DOORS AND WINDOWS Kingston & Frontenac Housing Corporation - Window Replacement Section 08 53 13 RJC JOB # TOR.115158.0001 VINYL WINDOWS 1ST CLASS APRIL 2016 PT 16-07 Page 11 2.0 PRODUCTS 2.1 SINGLE UNIT WINDOWS

.1 Meet or exceed requirements of selected Performance Class and Performance

Grade as per AAMA/WDMA/CSA101/I.S.2/A440-08- NAFS- North American Fenestration Standard/Specification for windows, doors, and skylights and CSA A440S1- 09 – Canadian Supplement to NAFS and the secondary performance requirements: .1 All windows shall conform to:

.1 Class $ – PG40 (metric) - Fixed & Slider

.2 Water Penetration : Water penetration pressures shall conform to 200 Pa.

.1 Class CW – PG3360 (metric) - Fixed .2 Class CW – PG3360 (metric) – Casement

.3 Air Tightness Rating, Fixed Windows: Fixed Level. .4 Air Tightness Rating, Operable Windows: A3 Level .5 Operation Force for: Slider window - Normal Use (Clause 5.3.1.1, Table

6) .6 Energy Performance: Overall Window U-Value averaged over all

fenestration products within the scope of work to be no more than 1.4 W/m2•oC.

.7 All windows are to be labeled with the AAMA, CSA or WDMA label and

have sash, leaf and size shown on the drawings. All windows to be Energy Star rated.

DIVISION 8 – DOORS AND WINDOWS Kingston & Frontenac Housing Corporation - Window Replacement Section 08 53 13 RJC JOB # TOR.115158.0001 VINYL WINDOWS 1ST CLASS APRIL 2016 PT 16-07 Page 12 2.2 COMBINATION WINDOWS

.1 Meet or exceed requirements of selected Performance Class and Performance Grade as per AAMA/WDMA/CSA101/I.S.2/A440-08- NAFS- North American Fenestration Standard/Specification for windows, doors, and skylights and CSA A440S1- 09 - Canadian Supplement to NAFS, and the secondary performance requirements. Refer to Clause 2.1.1 for Window Performance Grades and Energy Performance.

.2 Air and water tightness of joints along frames mulled together, and at mullions

where lites within one main frame join, shall meet or exceed performance ratings specified for the higher rated adjacent single unit windows.

.3 Lateral deflection of mulled frames shall not exceed L/175 of span when

subjected to loading equivalent to wind load resistance of the adjacent single unit windows.

2.3 WINDOW TYPES

.1 Fixed: with removable double-glazed insulated sealed units.

.1 Acceptable Energy Star approved product:

.1 Renaissance Series by Allied Windows .2 Fixed by Delor Windows (delorwindows.com) .3 Majestic 303TSS Series by Majestic Windows and Doors .4 Versa Collection by Jeld-Wen .5 (or approved alternative)

.2 Slider:

.1 Acceptable Energy Star approved product:

.1 Renaissance Series by Allied Windows .2 Slider by Delor Windows (delorwindows.com) .3 Majestic 303TSS Series by Majestic Windows and Doors .4 Versa Collection by Jeld-Wen

.5 (or approved alternative)

.3 Screens: on ventilating portion of windows, as recommended by Manufacturer. 2.4 FRAME AND SASH REQUIREMENTS

.1 Frame and sash profiles and glazing detailed on drawings are not intended to

restrict product types conforming to these specifications.


.2 Provide PVC frame and sash conforming to the following standards: .1 ASTM D4726, Standard Specification for Rigid Poly(Vinyl Chloride)

(PVC) Exterior-Profile Extrusions Used for Assembled Windows and Doors.

.2 ASTM D4216, class 1 32021 42 4040 or equivalent standard for

weathering and mechanical properties. .3 Can/CGSB 41-GP-19MA, Rigid Vinyl Extrusions for Windows and

Doors. The material shall show no reduction in surface gloss or colour after 10,000 hours in a UV arc weather-o-meter.

.4 Minimum external wall thickness of extrusions: 2.5 mm nominal,

exceeding requirements of CSA-A440 for vinyl (PVC) window wall types A, B, and C.

.3 Seal sash perimeter continuously at two locations minimum, with primary seal

located between operator and exterior seal. .4 Secure hardware and attachments using screws into H-ports or penetrating

minimum of two walls of framing or internal steel reinforcement. .5 Join single units to form combination units with joints at combination unit frame

perimeter finished with sealant and steel plate, 75 mm x 75% of depth of framing. Plate shall be screw fastened with a minimum of four screws through plastic into steel reinforcing.

.6 Anchor using metal strap anchors at head and jambs and continuous back angle at

sill. .7 Brick moulding and trim shall be independent of the window framing and secured

in place. Fit corners to provide hairline joint. Sill and head sections shall be continuous for combination units.

2.5 GLASS AND GLAZING MATERIAL

.1 Insulating Glass Units: meet or exceed requirements as described in

AAMA/WDMA/CSA101/I.S.2/A440-08- NAFS and CSA A440S1- 09 - Canadian Supplement to NAFS . Units shall be certified by the Insulating Glass Manufacturers Alliance (IGMA). Overall unit thickness shall be a minimum of 24 mm using a minimum of 4 mm glass thickness. In combination and composite units use the greater glass thickness throughout. Use two-stage seal method of


manufacture, as follows:

.1 Primary Seal: polyisobutylene or hot-melt butyl. .2 Secondary Seal: polyisobutylene, silicone or polysulphide based sealant,

filling gap between the two lites of glass at the edge up to the spacer/separator and primary seal.

.3 Spacer/separator: conventional u-shaped metal.

.2 Clear Float Glass: to CAN/CGSB-12.3, glazing quality, for inner and outer lite. .3 Safety Glass: to CAN/CGSB-12.1-M90, tempered 6mm laminated for inner lite. .4 Provide low-E coating on No. 3 surface of double glazed insulating glass units. .5 Glazing Gaskets for PVC Sections: neoprene, thermoplastic rubber or EPDM,

flexible at minimum design temperature, and as follows: .1 Profiles with a minimum of two (2) fins to contact glazing at interior and

exterior of glass units .2 Designed to maintain pressure contact against glass units through design

temperature range. .3 Co-extruded gaskets are not acceptable on the main frame or sash. .4 Foam or butyl glazing tapes are not acceptable.

.6 Other Glazing Accessories: setting blocks to

AAMA/WDMA/CSA101/I.S.2/A440-08- NAFS. 2.6 HARDWARE

.1 Exposed Hardware Components: cast metal, in finish selected by Consultant from

hardware manufacturer’s standard range. .2 Hardware exposed to exterior environment with sash in closed and open positions

shall be corrosion-resistant stainless steel or bi-chromated steel composites. .3 Secure hardware and attachments using screws into H-ports or penetrating a

minimum of two walls of framing. Wherever possible provide metal reinforcement embedded in vinyl frames at screw attachment locations.


.4 Force to operate locking devices shall not exceed 20 N. .5 Provide pole operated hardware where window latching devices are located in

excess of 1900 mm above floor level: 2.7 ACCESSORIES

.1 Weatherstripping for operable sash: neoprene, thermoplastic rubber or EPDM,

flexible at minimum design temperature, and as follows: .1 Profiled to mechanically key into window and sash framing members, at

interior and exterior of sash. .2 Removable without special tools and without dismantling of frames. .3 Designed to maintain pressure contact against frame through design

temperature range. .4 Provide a minimum of one weather seal gasket to the exterior and one air

seal gasket to the interior of drained and vented cavities. .2 Steel Clips, Supports and Anchors: minimum 1.5 mm bare sheet thickness.

Stainless steel or galvanized to minimum Z275 coating designation. Provide anchors that permit sufficient adjustment for accurate alignment.

.3 Steel Reinforcement: sheet steel to ASTM A653M, hot dip galvanized, minimum

Z275 coating designation. .4 Transition membrane: minimum1.6 mm thick SBS membrane sheet reinforced

with non-woven polyester or glass fleece. Stripping to be a minimum 150mm wide. Approved products are: .1 Soprema – Sopraseal 60 F/F or Sopralene Flam Stick, 2.5 mm thick;

Protectowrap Jiffyseal 140/60; Bakor Blueskin TG. .5 Joint Sealants: as specified in Section 07 92 00, as recommended for substrates. .6 Insulating Foam Sealant: one-part polyurethane, closed cell foam, skin-forming

type, expanding maximum 25%. .7 Foam Backer Rod: extruded closed cell backer rod, oversize 30 to 50%.


.8 Screens: To CAN/CGSB-79.1. .1 Insect screening mesh: count 18 x 16. .2 Fasteners: tamper proof. .3 Screen frames: vinyl colour to match window frames.

2.8 FRAME AND SASH FINISHES

.1 Vinyl: as selected by the Consultant from the manufacturer’s colour range.

2.9 AIR/VAPOUR RETARDER

.1 Ensure continuity of air/vapour retarder and seal to window frame.

3.0 EXECUTION 3.1 FABRICATION

.1 Fabricate window units square and true with maximum tolerance of plus or minus

1.5 mm for units with a diagonal measurement over 1800 mm. .2 Mitre and heat weld full length of vinyl frame and sash joints at corners. All

welding flash to be neatly removed. .3 Fasten steel reinforcement to extruded vinyl mullions with concealed stainless

steel fasteners at maximum 300 mm o.c. .4 Continuously and uniformly compress length of gaskets during installation, to

compensate for linear shrinkage. 3.2 GLAZING

.1 Clean sealing surfaces at perimeter of glass and sealing surfaces of rabbets and

stop beads before applying tape, splines or gaskets. Use solvents and cleaning agents recommended by manufacturer of sealing materials.

.2 Install glazing gaskets uniformly with accurately formed corners and bevels.

Ensure that proper contact is made with glass and rabbet interfaces. .3 Support both lites of glass thermal units on levelled setting blocks, 4 or 6 mm

minimum, spaced as recommended by glass manufacturer. Provide at least one setting block at quarter points from each corner. For casement windows, locate


setting blocks closer to corners as recommended by manufacturer. .4 Centre glass thermal units in glazing rabbet to maintain 6 mm minimum clearance

between edges of glazing and plastic framing at sill or 4 mm minimum clearance between edges of glazing and plastic framing at sill if glazing bite incorporates a drainage channel with depth of 3 mm minimum.

.5 Size glass thermal units to ensure exposed face of spacer is in line with glazing

stops. .6 Use spacers and shims in accordance with glass manufacturer’s recommendations.

3.3 WINDOW INSTALLATION

.1 Install in accordance with CAN/CSA-A440 and reviewed shop drawings. .2 Arrange components to prevent abrupt variation in colour. .3 Erect and secure window units in prepared openings, plumb and square, free from

warp, twist or superimposed loads. .4 Secure work accurately to structure and in a manner not restricting thermal

movement of materials. .5 Transfer window dead load to wall construction by anchors alone or in

combination with plastic shims. Wood shims are not acceptable. .6 Place shims under sill frame at exact setting block locations, and as marked on

frames by window frame manufacturer. .7 Conceal all anchors and fitments. Exposed heads of fasteners are not permitted. .8 Maintain dimensional tolerances after installation. Maintain alignment with

adjacent work. .9 Provide seal around interior perimeter of window frame using foam joint sealant

or foam backer rod, size as required to lightly compress between frame and rough opening, and sealant. Ensure continuity of air/vapour retarder and seal to window frame.

.10 Provide seal at head and jamb of exterior perimeter of window frame using foam

joint sealant or foam backer rod, size as required to lightly compress between frame and rough opening, and sealant. Do not seal sill at exterior.


.11 Install jamb extensions, casings, brick moulds and trim as indicated on drawings. .12 Install sealant, in accordance with Section 07 92 00, and related materials as

indicated on drawings. .13 Adjust operable sash and hardware to operate smoothly.

3.4 SILL INSTALLATION

.1 Install sills with uniform wash to exterior, level in length, straight in alignment

with plumb upstands and faces. Use one-piece lengths at each location. .2 Secure metal sills in place with anchoring devices at upturn located at ends and

evenly spaced 600 mm o.c. in between. Do not fasten through bottom of sill. If sill requires fastening along sloped portion, use dabs of mastic or sealant that is compatible with materials which are being adhered to.

3.5 CAULKING

.1 Seal joints between windows and window sills with sealant. Bed sill expansion

joint cover plates and drip deflectors in bedding compound. Caulk butt joints in continuous sills.

.2 Apply sealant in accordance with Section 07 92 00 - Sealants. Conceal sealant

within window units except where exposed use is permitted by the Consultant. 3.6 PROTECTION AND CLEANING

.1 Protect windows/doors from damage/staining during and after installation. .2 Clean interior and exterior surfaces as soon as adjacent contaminating activities

are completed, to recommendations of window manufacturer. 3.7 ENERGY CERTIFICATE

.1 Site certificates to be supplied in accordance with the British Columbia Energy Efficiency Act.

.2 Certificates to include the following information:

.1 The whole-product U-value for each fenestration product provided on site (in W/m2K).


.2 The overall average U-value for the whole project, averaged over every fenestration product in the scope of work (in W/m2K).

.3 The name of the person or agency acting as verifier for the fenestration products.

.3 Certificates are to be posted in plain view at the project site for a period of at least 120 days after the last manufactured fenestration product is installed in the building.

END OF SECTION

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 29 00 RJC JOB # TOR.115158.0001 GYPSUM BOARD APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.2 REFERENCE STANDARDS (Most recent version unless noted otherwise)

.1 ASTM C475, Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board.

.2 ASTM C514, Standard Specification for Nails for the Application of Gypsum

Board .3 ASTM C840, Standard Specification for Application and Finishing of Gypsum

Board. .4 ASTM C954, Standard Specification for Steel Drill Screws for the Application of

Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness.

.5 ASTM C1047, Standard Specification for Accessories for Gypsum Wallboard and

Gypsum Veneer Base. .6 ASTM C1177/C1177M, Standard Specification for Glass Mat Gypsum Substrate

for Use as Sheathing. .7 ASTM C1278/C1278M, Standard Specification for Fibre-Reinforced Gypsum

Panel .8 ASTM C1280, Standard Specification for Application of Gypsum Sheathing. .9 ASTM C1396/C1396M, Specification for Gypsum Board. .10 CAN/ULC-S101, Fire Endurance Tests of Building Construction and Materials.

1.3 SUBMITTALS

.1 Submittals to be made in accordance with Section 01 33 00 – Submittals. .2 Product Data:

.1 Provide manufacturer's technical data for each type of board. .2 Include product characteristics and performance criteria: fire performance

characteristics, moisture vapour permeance, water absorption ratings, compressive strengths.

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 29 00 RJC JOB # TOR.115158.0001 GYPSUM BOARD APRIL 2016 PT 16-07 Page 2

.3 Samples: Submit 600 x 600 mm samples of each type of board specified. 1.4 MOCK-UP

.1 Provide mock-up of gypsum board for wall cladding assembly.

.2 Locate where directed. .3 Mock-up may not remain as part of the Work.

1.6 DELIVERY, STORAGE, AND HANDLING .1 Minimize time gypsum board products are stored or exposed to sunlight at project

site. Keep covered with opaque polyethylene film or light coloured tarpaulins. .2 Store products away from construction activity and sources of ignition. .3 Protect products from damage during handling, installation and at point of

installation.

1.7 ENVIRONMENTAL REQUIREMENTS

.1 Apply gypsum board only when surfaces and ambient temperatures are within manufacturers' prescribed limits.

1.8 SEQUENCING AND SCHEDULING

.1 Sequence work to ensure restoration work is completed prior to beginning

installation of gypsum board in each area of building. 2.0 PRODUCTS 2.1 GYPSUM BOARD

.1 Interior Gypsum Board: ASTM C36, Type X, thickness as indicated x widths to

suit framing centers x maximum practical lengths, wrapped tapered edges, square cut ends, fire-rated ULC labelled.

.2 Cement Board / Exterior Gypsum Board: Densedeck Prime ® Roofboard by

Georgia Pacific. .3 Exterior Gypsum Soffit Board: to ASTM C931/C931M thickess to match

existing, 1200 mm wide x maximum practical length.

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 29 00 RJC JOB # TOR.115158.0001 GYPSUM BOARD APRIL 2016 PT 16-07 Page 3 2.2 FASTENERS AND ADHESIVES

.1 Screws: To ASTM C954, for metal or wood framing, wafer head, rust-resistant,

Type S-12 drill or Hi-Lo, minimum 31.75mm (1 ¼”) length. Or Type W rust-resistant, bugle head, course thread, sharp point for wood.

.2 Nails: To ASTM C514, hot-dipped galvanized with 7/16” head, 38mm (1 ½”)

minimum length. .3 Adhesive for bonding gypsum board or panels to wood framing: to ASTM C557-

99, waterproof, organic type, gun applied. .4 Adhesive for laminating gypsum board or panel to gypsum board or panel: as

recommended by gypsum board or panel manufacturer, as applicable. .5 Laminating Compound: Asbestos-Free.

2.3 ACCESSORIES

.1 Accessories shall meet or exceed requirements of ASTM C1047 unless otherwise

required for conformance to fire-rated assemblies. .2 Casing Beads: Fill type, galvanized metal and vinyl extrusion types, perforated

flanges, full length pieces to ASTM C1047. .3 Corner Beads: 0.5 mm metal thickness, commercial grade sheet steel with Z275

designation zinc finish, fill type, expanded wing style, full length pieces ASTM C1047.

.4 Jointing Compounds and Tape: To ASTM C475. .5 Acoustical/Air Barrier Sealants:

.1 Concealed: Sealing and bedding compound to CAN/CGSB 19.21, in

accordance with Section 07900. .2 Exposed: To CAN/CGSB 19.17, in accordance with Section 07900.

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 29 00 RJC JOB # TOR.115158.0001 GYPSUM BOARD APRIL 2016 PT 16-07 Page 4 3.0 EXECUTION 3.1 EXAMINATION

.1 Examine subframing; verify that surface of framing and furring members to receive sheathing does not vary more than 6mm (1/4”) from the face of adjacent members.

.2 Report to Consultant any unsatisfactory conditions prior to commencing work.

3.2 INTERIOR GYPSUM BOARD APPLICATION

.1 Install gypsum board in accordance ASTM C1280 and manufacturer’s written

instructions. .2 Examine and obtain all necessary measurements of previously executed work that

may affect the work to this Division. .3 Exercise care in unpacking, moving, storing, handling and placing panels to

prevent damage likely to impair the adequacy or appearance of the material in the finished structure.

.4 Do not install gypsum board until bucks, anchors, blocking, electrical and

mechanical work is approved. .5 Apply board to furring and framing using screw fasteners.

.1 Walls: Install screws 200 mm o.c. along board edges, 300 mm o.c.

throughout board fields. .2 Ceilings: Install screws 200 mm o.c. along board edges and throughout

board fields.

.6 Where interior partitions intersect with exterior walls, run gypsum board through intersection on exterior wall prior to applying gypsum board to partition.

.7 Accessories:

.1 Erect accessories straight, plumb or level rigid and at proper plane. Use

full-length pieces where practical. Make joints tight, aligned accurately and secured rigidly. Mitre and fit corners accurately, free from rough edges. Secure at 150 mm o.c. using screw fastening.

.2 Use vinyl casing beads along board edges contacting aluminum


window/skylight framing to avoid galvanic action if metal beads where used.

.8 Taping and Filling:

.1 Finish gypsum board face panel joints and internal angles with joint system consisting of joint compound, joint tape and taping compound installed according to the manufacturer’s directions and feathered out onto panel faces.

.2 Finish corner beads, control joints and trim as required with two (2) coats

of joint compound and one (1) coat of taping compound, feathered out onto panel faces.

.3 Fill screw head depressions with joint and taping compounds to bring

flush with adjacent surface of gypsum board to be invisible after finishing completed.

.4 Sand lightly to remove burred edges and other imperfections. Avoid

sanding adjacent surface of board. .5 Completed installations to be smooth, level, plumb, free from waves, steps

and other defects and ready for surface finish. .6 Tape and fill surface which will be concealed by cabinets, white/tack

boards, wall coverings, other finishes and construction. .7 Tape and fill surface which extend above suspended ceilings. .8 For water-resistant gypsum board installation, remove excess filler and

leave surface ready for installation of ceramic tile.

3.3 PROTECTION .1 Do not permit work to be damaged prior to covering. Protect from harmful

weather exposures and physical abuse. .2 Remove and replace damaged sheathing at the discretion of the Consultant.

3.4 ADJUST AND CLEAN

.1 Remove waste and excess material off site at completion of work of this section;

repair and make good any defects to this application or any defects to any other work affected by this application.


END OF SECTION

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 91 23 RJC JOB # TOR.115158.0001 INTERIOR PAINTING AND FINISHING APRIL 2016 PT 16-07 Page 1 1.0 GENERAL

1.1 WORK INCLUDED

.1 Furnish all labour, materials and equipment necessary for the complete supply, surface preparation and application of paint, required to restore original finishes to a paint ready surface.

.2 The work of this section shall include, but shall not necessarily be limited to the following:

.1 Prime painting and finishing of all interior exposed items and surfaces noted on the drawings and indicated in the specifications. Interior finish repairs and first coat (primer) of sills, jambs and heads around doors, windows, etc. shall be included in the lump sum costs.

.2 All coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials used as prime, intermediate or finish coats.

1.2 REFERENCE STANDARDS (Most recent version unless noted otherwise)

.1 Canadian General Standards Board (CGSB)

.1 CAN/CGSB-1.36, General Purpose Interior Varnish.

.2 CAN/CGSB-1.38, Interior Enamel Undercoater.

.3 CAN/CGSB-1.57, Alkyd, Interior, Semigloss, Enamel.

.4 CAN/CGSB-1.60, Interior Alkyd Gloss Enamel.

.5 CAN/CGSB-1.68, Solvent Type Primer-Sealer for Interior Walls.

.6 CAN/CGSB-1.100, Interior Latex Type, Flat Paint.

.7 CAN/CGSB-1.102, Clear Alkyd Type Sealer.

.8 CAN/CGSB-1.118, Interior Alkyd, Flat Finish.

.9 CAN/CGSB-1.119, Primer-Sealer, Wall, Interior Latex Type.

.10 CAN/CGSB-1.165, Cold Curing Epoxy Primer.

.11 CAN/CGSB-1.195, Interior Semigloss Latex Paint.

.12 CAN/CGSB-1.202, Interior Low Gloss Alkyd Enamel.

.13 CAN/CGSB-1.209, Low Sheen Latex Interior Paint.

.14 CAN/CGSB-85.100, Painting.

.2 Canadian Standards Association (CSA)

.1 CSA Z760, Life Cycle Assessment.

.3 Master Painters Institute (MPI)

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 91 23 RJC JOB # TOR.115158.0001 INTERIOR PAINTING AND FINISHING APRIL 2016 PT 16-07 Page 2

.1 MPI Architectural Painting Specification Manual, for new not previously painted or finished substrates.

.2 Maintenance Repainting Manual, for previously painted or finished substrates.

1.3 SUBMITTALS

.1 All submittals shall be in accordance with Section 01 33 00 - Submittal Procedures.

.2 Submit full records of all products used. List each product in relation to finish formula and include the following:

.1 Finish formula designation.

.2 Product type and use.

.3 MPI number.

.4 Manufacturer's product number.

.5 Colour numbers.

.6 Manufacturer's Material Safety Data Sheets (MSDS).

.7 Maximum VOC classification.

.3 Submit manufacturer's application instructions for each product specified.

.4 Samples:

.1 Submit duplicate 300 x 200 mm sample panels of each paint formula type colour and texture specified.

.2 Use 3 mm plate steel for finishes over metal surfaces. Use 10 mm hardboard for finishes over wood surfaces. Use 50 mm concrete block for finishes over concrete or concrete masonry surfaces. Use 12.5 mm gypsum board for finishes over smooth surfaces.

.5 Maintenance Data

.1 Provide in accordance with Section 01 78 23 – Maintenance Manual, following maintenance data for incorporation into specified maintenance manual:

.1 Data for cleaning and maintenance of materials and finishes.

.2 At project completion submit one 4-litre can of each type and colour of finish coating from same production run (batch mix) used in unopened cans, properly labelled and identified for Owner’s later use in maintenance. Store where directed. Remnants of used materials are not


acceptable.


.1 Deliver all painting materials in sealed, original labelled containers bearing manufacturer’s name, brand name, type of paint or coating and color designation, standard compliance, materials content as well as mixing and/or reducing and application requirements.

.2 Store all paint materials in original labeled containers in a secure , dry, heated and well ventilated single designated area at a minimum ambient temperature of 7° C (45° F). Store materials and supplies away from heat generating devices. Only material used on this project to be stored on site.

.3 All paint manufacturers and products shall be listed under the “Approved Porducts” section of the applicable MPI Manual.

.4 Remove damaged, opened and rejected materials from site.

.5 Provide minimum one fire extinguisher adjacent to storage area.

.6 Take all necessary precautionary and safety measures to prevent fire hazards and spontaneous combustion and to protect the environment from hazard spills. Materials that constitute a fire hazard (paints, solvents, drop clothes, etc.) shall be stored in suitable closed and rated containers and removed from the site on a daily basis.

1.5 MOCK-UP

.1 Assemble a mock-up on the project site, in area designated by the Consultant. Finish, with all required coats, a three square meter minimum sized surface of each major substrate and colour scheme, to show selected colours, finish textures, gloss levels, and workmanship. Where surface is less than three square meters, finish the entire surface.

.2 Allow for review of mock-up by the Consultant and Owner before proceeding with the work.

.3 Mock-up may [not] be part of finished work.

1.6 QUALITY ASSURANCE

.1 Qualifications of Applicators: The Contractor shall have a minimum of five (5) years proven satisfactory experience. The Contractor shall maintain a qualified crew of painters throughout duration of the work who shall be qualified to fully


satisfy the requirements of this specification. Only qualified journeymen shall be engaged in painting and decorating work and have a provincial tradesmen qualification certificate of proficiency.

.2 Conform to the standards contained in the MPI Architectural Painting Specification Manual (for new surfaces), latest edition and MPI Maintenance Repainting Manual (for existing surfaces), latest edition.

.3 All paint manufacturers and products used shall be listed in the Master Painters Institute “Approved Products List”, latest edition.

1.7 ENVIRONMENTAL REQUIREMENTS

.1 Safety: comply with requirements of Workplace Hazardous Materials Information System (WHMIS) regarding use, handling storage, and disposal of hazardous materials.

.2 Ventilation: all areas where painting work is proceeding require adequate continuous ventilation during and after application of paint. Run ventilation system 24 hours per day during installation; provide continuous ventilation for 7 days after completion of application of paint.

.3 Maintain minimum substrate and ambient air temperature of 10° C (50° F) for 24 hours before, during and after paint application. No painting to be completed when relative humidity exceeds 85% or when the dew point is less than 3° C (5° F) variance between the air/surface temperature. Maintain supplemental heating and ventilation until paint has cured sufficiently.

.4 Apply paint only in areas where dust is no longer being generated by related construction operations such that airborne particles will not affect the quality of the finished surface.

.5 Apply paint only when surface to be painted is dry, clean, properly cured and adequately prepared.

.6 Perform no interior painting and finishing work when the maximum moisture content of the substrate exceeds:

12% for masonry and concrete.

15% for wood.

12% for plaster and gypsum board.

.7 Conduct all moisture tests using a properly calibrated electronic Moisture Meter.


.8 Test concrete and masonry surfaces for alkalinity as required.

.9 Provide minimum 323 lx (30 foot candles) on surfaces to be painted.

1.8 SCHEDULING

.1 Submit work schedule for various stages of painting to Consultant for approval. Submit schedule minimum of 48 hours in advance of proposed operations.

.2 Schedule painting operations to prevent disruption of occupants and other trades in and about the building.

.3 Schedule operations such that painted surfaces will have dried and cured sufficiently before occupants are affected.

1.9 WARRANTY/GUARANTEE

.1 Provide a two (2) year Painting Association Guarantee in accordance with MPI requirements.

.2 All interior painting and finishing work shall be in accordance with MPI requirements and shall be inspected by the Painting Association. The cost for such Painting Association inspections as well as the Painting Association Guarantee shall be included in the Base Bid Price.

2.0 PRODUCTS

2.1 MATERIALS

.1 All materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, thinners, solvents, etc.) shall be in accordance with the MPI “Approved Product” listing and shall be from a single manufacturer for each system used.

.2 All materials and paints shall be lead and mercury free and shall have low VOC content where possible.

.3 Water-borne surface coatings must meet or exceed all applicable governmental and/or industrial safety and performance standards.

.4 Water-borne surface coatings and recycled water-borne surface coatings must contain information describing proper disposal methods within their packaging.

.5 Paint materials shall have good flowing and brushing properties and shall dry or cure free of blemishes or sags.

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 91 23 RJC JOB # TOR.115158.0001 INTERIOR PAINTING AND FINISHING APRIL 2016 PT 16-07 Page 6 2.2 EQUIPMENT

.1 Painting equipment shall meet best trade standards for type of product and application.

.2 Spray-painting equipment shall be of ample capacity, suited to the type and consistency of paint or coating being applied and kept clean and in good working order at all times.

2.3 MIXING AND TINTING

.1 Except as otherwise specified, paint shall be ready-mixed and pre-tinted. Re-mix all paint in containers prior to and during application to ensure break-up of lumps, complete dispersion of settled pigment, and colour and gloss uniformity.

.2 Strain materials thoroughly prior to application.

.3 Materials in paste or powder form, or to be field-catalyzed, shall be field mixed in accordance with manufacturer’s directions.

.4 Thinning of materials to extent permitted by paint manufacturer will be permitted only where specified herein or upon Consultant’s approval. Do not use solvent for thinning.

.5 Thin paint for spraying in strict accordance with paint manufacturer’s instructions.

2.4 COLOURS

.1 Colours shall match existing

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 91 23 RJC JOB # TOR.115158.0001 INTERIOR PAINTING AND FINISHING APRIL 2016 PT 16-07 Page 7 2.5 PAINT FINISHES

.1 New Substrates Painting and Finishing Schedule

.1 Unless otherwise indicated, titles and code numbers in the below listed schedule refer to MPI Architectural Painting Specification Manual, Chapter 3, for type surfaces, coating, grade and named products and their manufacturers. Use products from only one manufacturer for each system. Drywall repairs and first coat (primer) of sills, jambs and heads around doors, windows, etc. shall be included in the lump sum costs as indicated on the drawings.

.2 Schedule:

.1 Dressed Lumber: for doors, door and window frames, casings, moldings apply: INT 6.3B Alkyd, gloss/ sheen as specified by Consultant.

.2 Spray Textured Surfaces: for gypsum board and plaster ceilings apply: INT 9.1A Latex – flat finish.

.3 Plaster and Gypsum Board: for walls and ceilings: INT 9.2A Latex – sheen/gloss as specified by Consultant

.2 Existing Substrates Repainting and Finishing Schedule

.1 Unless otherwise indicated, titles and code numbers in the below listed schedule refer to MPI Maintenance Repainting Manual, Chapter 3, for type surfaces, coating, grade and named products and their manufacturers. Use products from only one manufacturer for each system. Drywall repairs and first coat (primer) of sills, jambs and heads around doors, windows, etc. shall be included in the lump sum costs as indicated on the drawings.

.2 Schedule:

.1 Spray Textured Surfaces: for gypsum board and/ or plaster ceilings apply: RIN 9.1A Latex – DSD 2, flat finish.

.2 Plaster and Gypsum Board: for walls and ceilings: RIN 9.2A Latex – DSD 3, gloss/sheen as specified by

Consultant.


.3 Dressed Lumber: for doors, door and window frames, casings, moldings apply: RIN 6.3B Alkyd – DSD 2, sheen/gloss as specified by

Consultant

3.0 EXECUTION

3.1 GENERAL

.1 Perform all painting operations in accordance with MPI Painting Specifications Manual except where specified otherwise.

.2 Apply all paint materials in accordance with paint manufactuer’s written application instructions.

.3 Ensure all dust generating activities have been terminated and dust removed.

.4 Prior to commencement of painting and finishing work, thoroughly examine and test substrates scheduled to receive coatings and report to Consultant any unsatisfactory conditions.

.5 No painting work shall commence until all such adverse conditions and defects have been corrected and surfaces and conditions are acceptable to the Consultant.

3.2 PREPARATION

.1 Remove electrical cover plates, light fixtures, surface hardware on doors, door stops, bath accessories and all other surface mounted fittings and fastenings prior to undertaking any painting operations. Store for re-installation after painting is completed.

.2 Move and cover furniture and portable equipment as necessary to carry out painting operations. Replace as painting operations progress.

.3 As painting operations progress, place "WET PAINT" signs in occupied areas to approval of Owner.

3.3 PROTECTION

.1 Protect existing building surfaces not to be painted from paint spatters, markings and other damage. Make good any damage caused by failure to provide suitable protection.

.2 Furnish sufficient drop cloths, shields and protective equipment to prevent spray or droppings from fouling surfaces not being painted, including surfaces within


the storage and preparation area.

.3 Mask all surfaces not being painted to obtain uniform termination.

.4 Protect items that are permanently attached such as Fire Labels on doors and frames.

.5 Protect factory finished products and equipment.

.6 Protect all signs and fixtures attached to the walls. Uncover and clean when painting has been completed.

.7 Protect building occupants and the general public in and about the building.

3.4 CONDITION OF SUBSTRATES

.1 Substrates shall be sound, non-dusting, and free of grease, oil, dirt and other matter detrimental to adhesion and appearance of coatings.

.2 Subtrates shall meet all environmental requirements as specified.

.3 Investigate substrates for problems related to proper and complete preparation of surfaces to be painted. Report all damage, elevated temperatures, elevated moisture contents, defects, unsatisfactory or unfavourable conditions to Consultant before proceeding with work.

3.5 SURFACE PREPARATION OF PREVIOUSLY COATED SUBSTRATES

.1 Prepare existing surfaces in accordance with the MPI Maintenance Repainting Manual, Chapter 2 and 3, Section 3 – Surface Preparation, latest edition. Refer to the Repainting and Refinishing Schedule in [2.4.2], for specified surface preparation based on Degree of Surface Deterioration (DSD).

.2 Program cleaning and painting so that contaminants from cleaning process will not fall onto wet, newly-painted surfaces.

3.6 APPLICATION

.1 Perfom painting in accordance with the MPI Architectural Painting Specification Manual for new surfaces and/ or MPI Maintenance Repainting Manual for existing surfaces, latest edition.

.2 Method of paint application shall be either by spray-on or roll-on, sufficient to fill all voids in existing surfaces and provide uniform appearance.


.3 Apply primer of approved paint to exposed surfaces.

.4 Apply each coat of paint as a continuous film of uniform thickness. Repaint thin spots or bare areas.

.5 Allow surfaces to dry and properly cure after cleaning and between subsequent coats for mimimum time period as recommended by manufacturer.

.6 Sand and dust between each coat to provide an anchor for next coat and to remove visible defects.

.7 Flammable rubbish, cotton waste, cloths and material, which may constitute a fire hazard, shall be placed in closed metal containers and removed daily from the site.

.8 Use aggregate coating or a slip resistant additive in paint for stair handrails, treads and landings in accordance with the requirements of authourities having juristiction and where scheduled to paint.

.9 For woodwork to receive a stain finish, apply [paste wood filler to open grain wood followed by] uniform coats of stain and wipe off if required. Wood shall have a uniform shade. Match stain so that dissimilar woods have uniform finished appearance.

.10 For open grain woods to receive a clear finish, tint paste wood filler to match wood. Work filler well into grain and before it sets, wipe off excess to provide a clean surface.

3.7 BACK-PRIMING OF INTERIOR WOOD

.1 Back prime concealed surface of the following components, prior to their installation:

.1 Surfaces in contact with concrete or masonry.

.2 Surfaces in contact with any floors or floor finishes.

.3 Other surfaces that may be subjected to moisture during normal use or cleaning operations.

.4 Backboards for mechanical and electrical equipment.

.2 Use white alkyd primer for components scheduled to receive a paint finish.

.3 Use semi-transparent stain for components scheduled to receive a solid or semi-transparent stain finish.

.4 Use gloss varnish, reduced 25% with thinner, for components scheduled to receive a varnish finish.

DIVISION 9 – FINISHES Kingston & Frontenac Housing Corporation - Window Replacement Section 09 91 23 RJC JOB # TOR.115158.0001 INTERIOR PAINTING AND FINISHING APRIL 2016 PT 16-07 Page 11 3.8 FIELD QUALITY CONTROL

.1 All surfaces, preparation and paint applications shall be reviewed by Consultant.

.2 Repainted exterior surfaces shall be considered to lack uniformity and soundness if any of the following defects occurs:

.1 Runs, sags, hiding or shadowing by inefficient application methods.

.2 Evidence of poor coverage at rivet heads, plate edges, lap joints, crevices, pockets, corners and re-entrant angles.

.3 Damage due to touch before paint is sufficiently dry or other contributory cause.

.4 Damage due to application on moist surfaces or caused by inadequate protection from the weather.

.5 Damage and/or contamination of paint due to wind blown contaminants (dust, sand blast materials, salt spray, etc.)

.3 Painted surfaces rejected by the Consultant shall be made good at the expense of the Contractor. Small affected areas may be touched up; large affected areas or areas without sufficient dry film thickness of paint shall be repainted. Runs, sags of damaged paint shall be removed by scraper or by sanding prior to application of paint.

3.9 PROTECTION

.1 Protect all newly painted interior surfaces from condensation, contamination, dust and freezing temperatures until paint coatings are completely dry. Curing periods shall exceed the manufacturer’s recommended minimum time requirements.

.2 Erect barriers or screens and post signs to warn, limit or defect traffic away or around work area as required.

3.10 TOUCH-UP AND CLEANING

.1 Clean and re-install all items that were removed before undertaking painting operations.

.2 Remove protective coverings and warning signs as soon as practical after operations cease.

.3 Remove paint splashings on exposed surfaces that were not painted. Remove smears and spatter immediately as operations progress, using compatible solvent.

.4 Repair, touch-up and refinish damaged work caused by painting operations. Refinish entire wall or area where deemed necessary by Consultant.


.5 Place cotton waste, cloths and other material that may constitute a fire hazard in metal containers and remove from site daily.

.6 Restore areas used for storage, cleaning, mixing and handling of paint to pre-construction condition.

END OF SECTION

DIVISION 26 - ELECTRICAL Kingston & Frontenac Housing Corporation - Window Replacement Section 26 01 00 RJC JOB # TOR.115158.0001 GENERAL ELECTRICAL REQUIREMENTS APRIL 2016 PT 16-07 Page 1 1.0 GENERAL 1.2 WORK INCLUDED .1 The work included in this section relates to the repair and inspection procedures to

be undertaken when existing electrical conduits, fixtures, etc. are damaged due to the construction activity.

.2 All damaged electrical conduits, fixtures, etc. must be repaired in a timely fashion.

If repair cannot be made in a timely fashion, a temporary lighting system must be installed.

.3 Visit site to ascertain existing conditions and note all conditions that will affect the

construction activity. 1.4 CODES, REGULATIONS, PERMITS:

.1 Comply with Safety Codes Act and rules and regulations made pursuant thereto, including Canadian Electrical Code.

.2 Unless otherwise indicated, all references in the Contract Documents to "Canadian Electrical Code" or "CEC" shall mean the edition of the Canadian Electrical Code, Part I, CSA C22.1 and the variations made thereto by Alberta regulation, which are in force on the date of bid closing for the Contract.

.3 All electrical products shall be tested, certified, and labelled in accordance with a

certification program accredited by the Standards Council of Canada.

.4 Submit to authority having jurisdiction and utility company, necessary number of drawings and specifications for examination and approval before commencement of electrical work. Pay associated fees.

.5 Submit to the Consultant, copy of electrical permit obtained from authority having

jurisdiction. 1.5 EXAMINATION OF SITE .1 Before tendering, examine site and all applicable drawings so that the tender price

includes for everything necessary for completion of the Work. Failure to visit the site or adequately review all the required interfacing details will not entitle this sub-contractor to any additional compensation.

DIVISION 26 - ELECTRICAL Kingston & Frontenac Housing Corporation - Window Replacement Section 26 01 00 RJC JOB # TOR.115158.0001 GENERAL ELECTRICAL REQUIREMENTS APRIL 2016 PT 16-07 Page 2 1.1 DELIVERY, STORAGE AND HANDLING

.1 Deliver, store, and maintain packaged materials with manufacturer's seals and labels intact.

.2 Store materials in regulation containers in accordance with Occupational Health and Safety Regulations and manufacturer’s instructions.

.3 Toxic or hazardous chemicals shall be secured in a locked storage area.

.4 All containers to be labelled with material expiration dates. Materials older than

the expiry date shall be rejected.

.5 Shelf life will be strictly adhered to and materials shipped without dates will be rejected.

.6 Immediately remove rejected materials from site.

.7 Submit copies of material safety data sheets (MSDS) for all products prior to arrival on site.

2.0 PRODUCTS 2.1 MATERIALS

.1 Use new products unless otherwise specified.

.2 Provide three (3) copies maintenance instructions for finished surfaces and

maintenance materials before Substantial performance. 3.0 EXECUTION 3.1 EXPOSED CONDUITS, FIXTURES, ETC.

.1 Ensure all exposed conduits and fixtures are properly protected and operational at

all times during the Work. Refer to Section 01 56 00 - Protection of Work and Property.

.2 Any damage to exposed conduits and fixtures will be the responsibility of the Contractor to repair or replace. All required work to exposed fixtures (i.e.

DIVISION 26 - ELECTRICAL Kingston & Frontenac Housing Corporation - Window Replacement Section 26 01 00 RJC JOB # TOR.115158.0001 GENERAL ELECTRICAL REQUIREMENTS APRIL 2016 PT 16-07 Page 3

removal, replacement, repairs, etc.) may be performed by the Contractor's own electrician.

3.2 EXISTING EMBEDDED ELECTRICAL SERVICES .1 Ensure potential areas of buried conduit are identified and high voltage systems

located in the area of work are switched off to prevent possible injury. Co-ordinate requirements with Owner.

.2 Take the utmost caution during concrete removal operations in order to prevent damage to buried conduits. Damage caused to conduits will be immediately reported to the Owner and Consultant. In no instance will damage or deteriorated conduits be covered up without specific approval from the Owner. Allow reasonable time for implementation of any electrical repairs required.

.3 Take all precautions to ensure embedded conduits found are not live before

removing concrete around them. Expect to find lighting conduits, 600V main power lines, exhaust fan conduits, alarm lines, telephone lines, etc.

.4 Repair or abandon damaged conduit within the slab at the discretion of the Owner.

Owner to pay for repairs provided damage has not resulted from negligence. Negligence shall be determined at the discretion of the Consultant.

.5 All repairs to embedded electrical services will be performed by the Owner's

electrician and included in the cash allowance. 3.3 TEMPORARY LIGHTING

.1 If electrical repairs cannot be performed in a timely fashion the Owner at their

discretion can request that the Contractor provide a temporary lighting system in accordance to Section 01 52 00 - Temporary Facilities.

DIVISION 26 - ELECTRICAL Kingston & Frontenac Housing Corporation - Window Replacement Section 26 01 00 RJC JOB # TOR.115158.0001 GENERAL ELECTRICAL REQUIREMENTS APRIL 2016 PT 16-07 Page 4 INSPECTION OF WORK

.2 All repair work to the existing electrical systems (damaged or replaced) are to be inspected by the local utility provider.

.3 Contact local utility provider and arrange for an inspection of the repairs by making an application for inspection within 48 hours of repairing the damage. Call for an inspection regardless of which electrician is performing the repair.

.4 The cost of inspections will be the responsibility of the Contractor.

.5 Copies of inspection certificates provided by the local utility provider and

authority having jurisdiction shall be distributed to the Owner and the Consultant upon completing the project.

END OF SECTION