request for tender project name: washroom retrofit

REQUEST FOR TENDER

Project Name: Washroom Retrofit

Project Location: Yellowknife, NT Reference Number: 2022-0024 - SC

Washroom Retrofit Reference Number: 2022-0024 - SC

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Table of Contents Section 1 NOTICE OF TENDER………………………………………………………………………………… 3 Section 2 INSTRUCTIONS TO BIDDERS………………………………………………………………………..4

1. Instructions…………………………………………………………………………………………….. 4 2. Receipt of Bids………………………………………………………………………………………… 4 3. Amendments to Bids………………………………………………………………………………….. 4 4. Northern Incentive Adjustment………………………………………………………………………. 4 5. Schedule of Lump Sum Prices………………………………………………………………………. 5 6. Addenda……………………………………………………………………………………………….. 5 7. Tendering Documents………………………………………………………………………………… 5 8. Bid Security…………………………………………………………………………………………….. 5 9. Insurance Requirements……………………………………………………………………………… 5 10. Signatures……………………………………………………………………………………………… 5 11. Goods and Services Tax……………………………………………………………………………… 5 12. Workers’ Compensation Act/Business Corporations Act…………………………………………. 6 13. Commercial Accommodations……………………………………………………………………….. 6 14. Acceptance…………………………………………………………………………………………….. 6 15. Tender/Contract Inconsistency………………………………………………………………………. 6 16. Harassment Free and Respectful Workplace Policy………………………………………………. 6 17. Site Administration and Contractor Health and Safety………………………………………………6 18. Enquiries During the Solicitation Period……………………………………………………………... 7 19. Company Health and Safety Plan……………………………………………………………………..7 20. Schedule of Work………………………………………………………………………………………..7 21. References……………………………………………………………………………………………….7 22. Mandatory Requirements……………………………………………………………………………….7

Section 3 BID FORM…………………………………………………………………………………………………..8

1. Project Information………………………………………………………………………………………..8 2. Offer………………………………………………………………………………………………………...8 3. General Agreement……………………………………………………………………………………….8 4. Contract Price……………………………………………………………………………………………...8 5. Declarations………………………………………………………………………………………………..9 6. Signatures………………………………………………………………………………………………….9

Appendices Appendix A – List of Tender Documents………………………………………………………………..10 Appendix B – Northern Incentive Adjustment Form…………………………………………………..11 Appendix C – List of Lump Sum Price…………………………………………………………………...12

Appendix D – Contractor’s Certificate of Insurance…………………………………………………...13


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SECTION 1

NOTICE OF TENDER

Project Name: Washroom Retrofit Project Location: Yellowknife, NT Reference Number: 2022-0024 - SC Tender Submission Deadline: Tuesday, June 14, 2022 @ 2:00 pm, local time (MST) Tender Submission Method:

a) Tenders must be submitted via the WSCC File Transfer Services Site. Tenders will be accepted by upload through the WSCC File Transfer Services Site under the following conditions:

the Tender is received prior to the Tender Submission Deadline and is uploaded through the WSCC

File Transfer Services Site;

Tenders should be submitted in one Portable Document Format (PDF), unless otherwise requested by the WSCC; and

the WSCC shall not accept liability for any claim, demand or other action for any reason whatsoever, including where an uploading process is interrupted, a proposal is not received in its entirety, is illegible in whole or in part, or which is uploaded to an incorrect website.

Tender uploads may not necessarily be immediate and can experience delays. Bidders should ensure that their Tender is uploaded with sufficient time to account for any delay; four hours prior to the Tender Submission Deadline is recommended.

For access to the WSCC File Transfer Services Site, Bidders should contact the WSCC contact person named below, in writing; within 48 hours prior to the Tender Submission Deadline is recommended.

Pre-Tender Walkthrough: Wednesday, June 1, 2022 @10:00 am, local time (MST) Contact Person:

Taya Madsen, Senior Purchasing and Contracts Officer, Finance Performance and Corporate Services Workers’ Safety and Compensation Commission Telephone: (867) 920-3847 Email: [email protected]


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SECTION 2

INSTRUCTIONS TO BIDDERS

1. INSTRUCTIONS

.1 Intentionally deleted.

.2 Tender Bids must be submitted on the forms provided.

.3 Failure by the Bidder to comply with these Instructions to Bidders may result is the Bid submitted being disqualified. Disqualification shall be at the sole discretion of the WSCC.

.4 The WSCC shall not be liable for any costs of preparation of Bids.

2. RECEIPT OF BIDS .1 Bids must be uploaded to the WSCC File Transfer Services Site prior to the Tender Submission Deadline. .2 Any Bids received after the specified Tender Submission Deadline will be rejected. .3 Facsimile/email transmitted Bids will not be accepted and if received will be disqualified. .4 Bids and accompanying documentation submitted by the Bidder are the property of the WSCC and will not

be returned. .5 Intentionally deleted.

3. AMENDMENTS TO BIDS

.1 Amendments to a Tender Bid are acceptable provided that the amendment:

(i) Is uploaded to the WSCC File Transfer Services Site prior to the Tender Submission Deadline. (ii) Contains the Tender Reference Number, name of Bidder and a signature.

.2 Amendments to Bids received by upload will be accepted by the WSCC provided that the conditions included in Clause 2.

.3 As an alternative to an uploaded amendment, Bidders may choose to upload a new version of their Bid prior to the Tender Submission Deadline.

.4 Verbal instructions will not be considered as a valid instruction for Tender purposes, nor shall they be considered as having any bearing upon the Bid submission.

4. NORTHERN INCENTIVE ADJUSTMENT

.1 The WSCC Procurement Policy (10.3) includes a Northern Incentive Adjustment to promote northern

business. The Northern Incentive Adjustment is an incentive of 15 percent that is deducted from a portion of a bid containing northern content that is applied to Bids greater than $25,000.

.2 In order to receive a bid adjustment, Bidders must complete and submit as part of their Bid the Northern Incentive Adjustment Form, attached as Appendix “B”. Bidders must identify the dollar value of the Labour, Goods and/or Services provided by the Bidder as well as that of all proposed subcontractors and suppliers. By submitting this form the Bidder is certifying that the dollar value attributed to each business is correct.

.4 Amendments affecting the proposed pricing shall require Bidders to also amend the Northern Incentive Adjustment Form.

.5 Bidders who do not submit this Form will not receive a bid adjustment. This form will not be accepted after the tender submission deadline.

.6 Monitoring the Level of NWT Labour The Bidder is responsible to ensure that every worker identified as Northern in Appendix “B” meets the qualifying requirements. The Bidder may be required to provide proof at any time throughout the project. Reasonable proof of Northern status is noted as follows: a) NWT Health Card effective at least 9 months prior to start date of employment on the project, or b) An NWT driver’s license, or c) Is included on a list of approved Northern residents verified by the municipality of their residence.


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5. SCHEDULE OF LUMP SUM PRICES

The Bidder shall submit on Appendix “C”, a schedule of lump sum prices for each Phase of the Work. Lump Sum prices shall include the cost to supply and install as appropriate, and include all statutory charges, overhead, profit and the Contractor’s contingency allowance.

6. ADDENDA

Addenda issued prior to the Tender Submission Deadline shall be incorporated into and form part of this Tender. By submitting a Tender, the Bidder acknowledges having received all Addenda issued with respect to this Tender. It is the responsibility of Bidders to contact the Contact Person referenced in Section 1 of this Tender to ensure receipt of all Addenda prior to submitting a Bid.

7. TENDERING DOCUMENTS Bids shall be based on the documents listed in Appendix “A” – List of Bid Documents.

8. BID SECURITY

Bid security is not required.

9. INSURANCE REQUIREMENTS Upon notification of acceptance of a Bid, the successful Bidder shall furnish within 14 days of the date of the notification of acceptance proof of insurance specified in Clauses GC57 to GC61 of the attached contract in the form displayed in Appendix “D”.

10. SIGNATURES .1 Bids are to be properly signed and executed in accordance with the laws of the NWT. .2 The Bidder, or the person or persons duly authorized to sign on his behalf, should initial and date each

and every correction, change, erasure or alteration contained in this completed Bid document. .3 At the sole discretion of the WSCC, the failure by the Bidder to properly sign and execute the Bid may

result in the disqualification of the Bid.

11. GOODS AND SERVICES TAX .1 The Bidder shall exclude the Goods and Services Tax from the Bid. .2 The goods and services purchased under this contract are being purchased with Crown funds and are not

subject to the Goods and Services Tax. .3 The successful Bidder is entitled to receive a tax refund from revenue Canada for the full extent of any

Goods and Services Tax paid in the completion of this contract. .4 Further information in this regard may be obtained from the WSCC at the specified Tender Address.

12. WORKERS’ COMPENSATION ACT AND BUSINESS CORPORATIONS ACT

Bidders are hereby notified that the WSCC will check with the appropriate agencies prior to award of a contract to ensure that the successful Bidder complies with Workers’ Compensation Act and Business Corporations Act.


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13. COMMERCIAL ACCOMMODATIONS

The WSCC supports and encourages the use of commercial establishments providing accommodation and meals where available. The Contractor and all his Subcontractors agree not to establish a facility to provide accommodations and meals to the work force employed at the site. Use of WSCC owned houses or other facilities for accommodations purposes is prohibited.

14. ACCEPTANCE

.1 Bids containing qualifications other than in the manner prescribed may be disqualified at the sole discretion

of the WSCC. .2 The submission of the lowest or any Bid will not necessarily result in the award of a contract. The WSCC

reserves the right to cancel this Tender, in whole or in part at any time and to re-tender the same for any reason whatsoever, without incurring any liability and no Bidder will have any claim against the WSCC as a consequence.

.3 The WSCC reserves the right to negotiate the tendered price solely with the low Bidder after adjustment in accordance with the Northern Incentive Adjustment, or re-invite Bids from the low Bidders without going to public tender.

.4 If a contract is to be awarded as a result of this Tender, it shall be made to a Bidder who is responsive and responsible and who has submitted a Bid that, after the application of any tender adjustment permitted under the Northern Incentive Adjustment is lower than that submitted by any other responsive and responsible Bidder.

.5 If only one Bid is received, the WSCC may waive any non-compliance with the Bid Documents, specifications or any other condition and may at its sole discretion elect to retain for consideration a Bid which may be non-conforming.

15. TENDER/CONTRACT INCONSISTENCY In the event of any inconsistency between this Tender and the ensuing contract, the contract shall govern.

16. HARRASSMENT FREE AND RESPECTFUL WORKPLACE POLICY

It will be a term of this contract that the provisions of the GNWT’s Harassment Free and Respectful Workplace Policy are applicable to and govern the relations between the Contractor and its employees, agents and representatives and any employee of the GNWT for the term of the contract. A copy of the Harassment Free and Respectful Workplace Policy can be found at the following website: http://www.hr.gov.nt.ca/policy/.

Further, it will be a term of this contract that the Contractor shall, upon the request of the WSCC, remove from any WSCC work site where the contract work is being performed, any person employed by it for purposes of the contract who, in the opinion of the WSCC, has violated the Harassment Free and Respectful Workplace, and the Contractor shall not permit a person who has been removed to return to the work site.

17. SITE ADMINISTRATION AND CONTRACTOR HEALTH AND SAFETY

.1 The Contractor will be deemed the Prime Contractor as per the provisions of the Safety Act, when required to do so. The Contractor shall ensure that all contractors on its work site comply with the NT Safety Act and applicable regulations. The Contractor shall enforce all applicable safety rules and regulations to all individuals on site.

.2 The Contractor shall ensure all applicable laws, safe work practices, and safe work procedures, required to carry out this project are followed to ensure:

The safety of their own employees; The safety of the WSCC’s employees; and The safety of the WSCC’s visitors and clients.

.3 The Contractor, at the direction of the WSCC, may be required to provide additional safety measures to

ensure a safe work area. The Contractor shall immediately comply with such direction.


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18. ENQUIRIES DURING THE SOLICITATION PERIOD .1 All questions or enquiries concerning this Tender must be submitted in writing to the Contact Person

listed in Section 1, and should be received no later than five (5) business days prior to the Tender Submission Deadline. Questions or enquires received after that time may not result in an answer being provided. Verbal responses to any questions or enquiries cannot be relied upon and are not binding on either Party. Bidders may only rely on written communication from the Contact Person. Information offered from sources other than the Contact Person with regard to this Tender is not official and should not be relied on in any way.

.2 To ensure consistency and quality of the information provided to Bidders, the WSCC will examine the content of each question or enquiry and will decide whether or not to issue an addendum to the Tender.

19. COMPANY HEALTH AND SAFETY PLAN Bidders must include a copy of their company health and safety plan with their Tender Bid.

20. SCHEDULE OF WORK Bidders must include a completion schedule with their Tender Bid to include the start and end date for the Work by Phase.

21. REFERENCES Bidders must include one reference in their Tender Bid for a construction project completed within the last 5 years. The reference should include: the project details, including location and dates of the work, and contact information of a contact person who can speak to the work. A letter of reference with the above details is also acceptable.

22. MANDATORY REQUIRMENTS

The following are the mandatory requirements of this tender. Failure to comply with any of these Requirements shall result in the tender bid being disqualified.

21.1 Tenders Bids must be received by the Tender Submission Deadline;

21.2 Tenders Bids must be uploaded to the WSCC File Transfer Services Site; 21.3 All questions or enquiries must be submitted in writing to the Contract Person listed in Section 1; 21.3 Tender Bids must be submitted on the Tender Forms provided; 21.4 In order to receive a Bid adjustment, Bidders must complete and submit as part of their Tender Bid

the Northern Incentive Adjustment Form, attached as Appendix “B”; 21.5 Bidders must include a copy of their company health and safety plan with their Tender Bid. 21.6 Bidders must include a Schedule with the Tender Bid which includes the start and end date for the

Work by Phase; and 21.7 Bidders must include one reference from a previous client whom the Bidder has provided service

to in the last 5 years.

END OF INSTRUCTIONS TO BIDDERS


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SECTION 3 BID FORM

1. PROJECT INFORMATION

Reference Number: 2022-0024 - SC Project Owner: Workers’ Safety and Compensation Commission (the “WSCC”) Project Title: Washroom Retrofit Project Location: Yellowknife, NT

2. OFFER (Information to be completed by Bidder)

Company Name

(herein the “Bidder”) offers to the WSCC to furnish all necessary tools, plant, services, materials and labour to execute and complete in a careful and workmanlike manner the Work described in the Issued for Tender Drawings for the prices as set out in Clause 4.0 of this Bid Form.

3. GENERAL AGREEMENT (To be completed by Bidder)

The Bidder agrees: .1 To substantially perform the Work in compliance with the required completion schedule stated in the

Tender Documents, or if no schedule is stated, to substantially perform the Work within _____________________from the date of notification of acceptance of the Bid, or within a reasonable period of time after award.

.2 That the Bidder has carefully examined the Work described herein; has become familiar with local

conditions and the character and extent of Work; has carefully examined every part of the proposed contract and thoroughly understands the terms and conditions; has determined the sources of supply of materials required; has investigated labour conditions and has arranged for the continuous performance of the Work described in the Tender Documents.

.3 That the list of Tender Documents included in Appendix “A” shall be and is the complete Bid and this offer

is made subject to all provisions contained therein. .4 That this Tender supersedes and cancels all communications, negotiations, and agreements relating to

the Work other than contained in the complete Bid.

4. CONTRACT PRICE

.1 BASED ON LUMP SUM (Information to be completed by Bidder)

The Bidder agrees that the following is the lump sum referred to in Clause 2.0 of this Tender Form, and that this is the Bidder’s total Tender price: __________________________________________________________DOLLARS ($ ) An illegible submission may be disqualified at the sole discretion of the WSCC. When there is a discrepancy between the written and numerical amount, the lowest value will govern.


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5. DECLARATIONS The Bidder herby declares that: .1 No person, firm or corporation other than the undersigned has any interest in this Tender or in the

proposed Contract for which the Tender is made expect as revealed by the Tender or as may be required by the terms of this Contract for which the Tender is made, and

.2 This Bid is irrevocable for a period of thirty (30) calendar days from the date of Tender Submission

Deadline.

6. SIGNATURES (To be completed by Bidder) Signed, sealed and submitted for and on behalf of: Company: ________________________________________________________ (Full Legal Business Name) ________________________________________________________ (Street Address) ________________________________________________________ (Mailing Address) ________________________________________________________

(City, Territory/Province and Postal Code) Signature: ________________________________________________________

Print Name: ______________________________________________________ Title: ______________________________________________________

Phone: ______________________________________________________ Email: ______________________________________________________

Dated at__________________this____________day of___________20_______

Witness__________________________________________________________ Dated at__________________this____________day of___________20_______


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APPENDIX A

LIST OF TENDER DOCUMENTS

The following is the list or description of the tender documents referred to in the Tender for this project.

Tender

1. Notice of Tender 2. Instructions To Bidders 3. Bid Form-(to be submitted with Tender) 4. Appendices to Tender, “A” through “D” inclusive-(Appendix “B” through “D” to be submitted with Tender) 5. Addenda (issued during Tender period) 6. Issued for Tender Drawings

Specifications: DIVISION 1: GENERAL REQUIREMENTS DIVISION 2: EXISTING CONDITIONS DIVISION 6: WOOD & PLASTICS DIVISION 7: THERMAL AND MOISTURE PROTECTION DIVISION 8: OPENINGS DIVISION 9: FINISHES DIVISIONS 10: MISCELLANEOUS ACCESSORIES Demolition Plans: 3, 4, & 5th Demolitions Plans General Notes/Demolitions Notes Typical Renovation Plan, Typical Reflected Ceiling Plan and Typical Floor Seaming Plan Single Occupancy Universal W/C Interior Elevations Gender Neutral W/C Interior Elevations Schedules and Details Demolition and New Layouts Specifications Electrical General Notes Legend and Plans Electrical Specifications

Contract (Appendix E)

7. Articles of Agreement 8. Terms of Payment 9. Certificate of Completion 10. General Conditions 11. Special Provisions


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APPENDIX B

NORTHERN INCENTIVE ADJUSTMENT FORM

(To be Completed by Bidder and Submitted with Tender)

Project Number: 2022-0024 - SC (a) Clause 4 of the Instructions to Bidders applies to the completion of this Appendix. (b) If space for listing items is insufficient, the Bidder shall annex a list and make reference to it. (c) Type or print tendered values clearly. An illegible submission may be disqualified at the sole discretion of the

WSCC.

General Contractor: (Full Business Name)

Amount (s) of northern content: $

Sub-Contractor(s): (Full Business Name)

Sub-Contract amount (s) of northern content

1. $

2. $

3. $

4. $

5. $

6. $

7. $

8. $

Other(s) Amount: (s) 1. $

2. $

3. $

4. $

TOTAL $


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APPENDIX C

LIST OF LUMP SUM PRICES (Information to be Completed by Bidder and Submitted with Bid)

Project Number: 2022-0024 - SC

a) Clause 5 of the Instructions to Bidders applies to the completion of this Appendix.

b) Type or print tendered values clearly. An illegible submission may be disqualified at the sole discretion of the

WSCC.

PHASE 1: Fifth Floor

Architectural: includes: a) General Requirements (Mob/Demob/Closeout) b) Interiors (Walls/Doors & Frames/Ceiling/Millwork etc.)

$

Mechanical: $

Electrical: $

PHASE 2: Fourth Floor


$

Mechanical: $

Electrical: $

PHASE 3: Third Floor


$

Mechanical: $

Electrical: $


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APPENDIX D

CONTRACTOR’S CERTIFICATE OF INSURANCE

INSURED: SCHEDULE OF MANDATORY INSURANCE

Type of Insurance Insurer,

Policy Number Policy Period Limit of Liability/Amount

COMPREHENSIVE GENERAL LIABILITY INCLUDING NON-OWNED AUTOMOBILE LIABILITY

From: _____________ To: _______________

BODILY INJURY $_______Each Person $_______Each Accident $_______Aggregate Products PROPERTY DAMAGE $________Each Accident $________Aggregate Products or, BODILY INJURY & PROPERTY DAMAGE $________Inclusive $________Aggregate Products

AUTOMOBILE LIABILITY (OWNED/LEASED VEHICLES)

From: _____________ To: ________________

BODILY INJURY $ ________Each Person $ ________Each Accident PROPERTY DAMAGE $ ________Each Accident or, BODILY INJURY & PROPERTY DAMAGE $ ________Inclusive

ADDITIONAL COVERAGES REQUIRED MARKED BY [ ]

[ ] UMBRELLA LIABILITY

From: _____________ To: _____________

$ __________ Limits $ __________ S.I.R.

[ ] CONTRACTOR’S LIABILITY

From: ______________ To: ______________

$ _________

[ ] OTHER This is to certify that policies of insurance as described above have been issued through the undersigned to the Insured named above and are in force at this time. If cancelled or changed in any manner, for any reason, during the period of coverage as stated herein so as to affect this certificate, immediate written notice will be given by the undersigned to the Department. (Be sure to complete and sign the reverse side of this form.)


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PARTICULARS OF INSURANCE

GENERAL LIABILITY [ ] Premises Property and Operations [ ] Products and Completed Operations [ ] Blanket contractual - All Written Agreements [ ] Occurrence Property Damage [ ] Broad form Property Damage [ ] Contingent Employers Liability [ ] Personal Injury [ ] Employees as Additional Insureds [ ] Cross Liability - Severability Of Interests [ ] Blasting, Collapse, Underpinning [ ] Exclusions deleted as follows: [ ] [ ] [ ] WSCC’s & Contractors’ Protective Liability

AUTOMOTIVE LIABILITY [ ] S.E.F. No.4a Explosive Endorsement [ ] S.E.F. No. 21b Blanket Fleet Endorsement ____________________________________________

REMARKS (STATE DEDUCTIBLES) IF ANY

THIS IS TO CERTIFY THAT INSURANCE AS DESCRIBED AS ABOVE IS IN FORCE AT THIS TIME. Name and Address of Insurance Agent, Broker or Written notice of any changes or cancellation of this Insurance Company policy shall be sent to the WSCC at the following address:

Date

___________________________ By ________________________________ (Authorized Representative

Stantec Project Number:

Centre Square Tower, 5022 49th Street,Yellowknife, NT

ISSUED FOR TENDERAPRIL 27, 2022

GENDER NEUTRAL WASHROOMS

144903195

DRAWING LIST

Sheet Number Sheet Name

GENERALG-001 COVER SHEETG-002 CODE MATRIX, SITE PLAN AND KEY PLANSG-003 SPECIFICATIONSG-004 SPECIFICATIONS

ARCHITECTUREA-100 DEMOLITION PLANS- 3,4,&5TH, AND GENERAL NOTESA-101 TYPICAL RENOVATION PLAN, TYPICAL REFLECTED CEILING PLAN AND TYPICAL FLOOR SEAMING PLANA-200 SINGLE OCCUPANCY UNIVERSAL W/C INTERIOR ELEVATIONSA-201 GENDER NEUTRAL WC INTERIOR ELEVATIONSA-600 SCHEDULES AND DETAILS

MECHANICALM100 DEMOLITION & NEW LAYOUTSM101 SPECIFICATIONSM102 SPECIFICATIONS CONT'D

ELECTRICALE001 ELECTRICAL GENERAL NOTES, LEGEND AND PLANSE002 ELECTRICAL SPECIFICATIONS

UNIVERSAL WASHROOM

GENDER-NEUTRAL WASHROOM

SK-226

SK-113

SK-117

SK-167

SK-287

SK-301 SK-5

8

SK-5

8

SK-357

RIGHT-OF-WAY

24(E)

3(D1)

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60(D

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8(D)

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21(E)

31(D

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4(D2)

10(D

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3(D)

18(D)

22(D)

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Block 65

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B l o c k 6 9B l o c k 6 8

B l o c k 6 7B l o c k 2 1

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B l o c k 3 0B l o c k 3 1

B l o c k 3 2B l o c k 3 3

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4075-D LTO

3484 LTO

3697

LTO

700 L

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200 LTO

140 LTO

1510 LTO

3504

LTO

1462 LTO

217 LTO

417 L

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1390 LTO

1681 LTO

1485 LTO

2278

LTO

176 LTO

294 LTO

4190

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294 LTO

4190 LTO

3568

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480 L

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486 L

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650 L

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1391 LTO

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2061

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1576

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1808

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1850

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210LTO

547 LTO

1330 LTO

820 LTO

807 LTO

820 LTO

1388

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1462 LTO

176

LTO

507

LTO

1862

LTO

2564 LTO2122 LTO

2198 LTO

2199

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2241 LTO

3156

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820 LTO

1940

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65 L

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2263 LTO

LTO 2327

2716 LTO

3331

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1923

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2096 LTO

201

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3767 LTO

2096 LTO201 LTO

263 LTO

294 LTO

69 LTO

1169 LTO

2096

LTO

2096

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2716 LTO

2716 LTO

3509 LTO

2907

LTO

2907 LTO

3509 LTO

3696 LTO

3714 LTO

3795 LTO

69 LTO2864 LTO

3950 LTO

3950 LTO

3978 LTO

4026 LTO4158 LTO

4287 LTO

4332

LTO

4458

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4521 LTO

4554 LTO

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5 14

FRANKL

IN A

VE.

53rd ST.

52nd ST.

51st ST.

50th ST.

49th ST.

48th ST.

SERVICE

CANADA

CENTER

FRAME LAKE

PRINCE O

F WALE

S

NORTHER

N HERITA

GE

YELLOWKNIFE

CITY HALL

RCMP

THIS SITE

2015 NATIONAL BUILDING CODE OF CANADA SUMMARYITEM REFERENCES ARE TO DIVISION B UNLESS NOTED [A] FOR DIVISION A OR [C] FOR DIVISION C NBCC

REFERENCES00 THE FOLLOWING TABLE IS A SUMMARY BUILDING CODE ANALYSIS PROVIDED FOR PROJECT COORDINATION AND FUTURE PROJECT INFORMATION. DETAILED

REQUIREMENTS IDENTIFIED IN THE NBCC AND OTHER APPLICABLE LEGISLATION APPLY. INTERPRETATION OF APPLICABLE CODES IS SUBJECT TO THE AUTHORITIES HAVING JURISDICTION.

01 PROJECT INFORMATION

WSCC GENDER NEUTRAL WASHROOMS RENOVATION1449 03195

02 PROPERTY LOCATION

LEGAL DESCRIPTION:CIVIC ADDRESS:

LOT 11 & 12, BLOCK 22, PLAN 65CENTRE SQUARE TOWER, 5022 49TH STREET,YELLOWKNIFE, NORTHWEST TERRITORIES

PROJECT NAME:STANTEC PROJECT #:

03 PROJECT DESCRIPTION

☐ NEW ☒ ALTERATION ☒ PART 3 BUILDING☐ ADDITION ☐ CHANGE OF USE ☐ PART 9 BUILDING

1.1.2. [A]

04 OCCUPANCY CLASSIFICATION GROUP: D

3.1.2.1.(1)BUSINESS & PERSONAL SERVICES

MAIN BUILDING - OFFICE BUILDING

OCCUPANT LOAD ☐ m3/person ☒ Design of Building Table 3.1.17.1NFPA 101 - Tables 7.3.1.2 and A.7.3.1.2, IBC 2018

• The WSCC has confirmed the number of person currently employed at WSCC is 132, or 44 persons per each floor.

05

06

07

WATERCLOSET REQUIREMENTS 3.7.2.2.B

BARRIER-FREE DESIGN ☒ YES / ☐ NO (Explain): CSA B651-12 Accessible Design For The Built Environment, applicable? ☒ YES / ☐ NO / ☒ NBCC

3.8.

Occupant LoadOccupancies

132BUISNESS AND PERSONAL SERVICES

The new Single Occupancy Universal Washroom - 001 is being designed to CSA B651-12 Section 3.8.3.12: Universal Washrooms.

Required

3 3Male Female

Provided

9Gender Neutral

NOT IN SCOPE

LOCATION OF WORK

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

ORIGINAL SHEET - ANSI D

PRELIMINARYNOT FOR

CONSTRUCTIONNot for permits, pricing or other official purposes. This document has not been

completed or checked and is for general information or comment only.

Drawing No.Revision

Project No.

Title

Scale

Client/Project

Client/Project Logo

Permit/Seal

Chkd.Dsgn. YYYY.MM.DDDwn.

File Name: N/A

Consultant

Notes

Issued/Revision By Appd YYYY.MM.DD

1

A

2 3 4 5

B

C

D

4/27

/202

2 2:

12:1

6 PM

A

As indicated

Stantec Architecture Ltd.2nd Flr. 4910 -53rd Street, PO Box 1777Yellowknife, NT X1A 2P4Tel: (867) 920.2882

Centre Square Tower, 5022 49th Street, Yellowknife, NT

CODE MATRIX, SITE PLAN AND KEYPLANS

144903195

G-002

WSCC


Author CheckerDesigner 2022.04.27

A ISSUED FOR TENDER MB KS 2022.04.27

1 : 200G-0021 THIRD FLOOR KEY PLAN

1 : 200G-0022 FOURTH FLOOR

1 : 200G-0023 FIFTH FLOOR

1 : 2500G-0024 SITE PLAN

N

NNN


Copyright Reserved


PRELIMINARYNOT FOR



Drawing No.Revision

Project No.

Title

Scale

Client/Project

Client/Project Logo

Permit/Seal


File Name: N/A

Consultant

Notes


1

A

2 3 4 5

B

C

D

4/27

/202

2 2:

12:2

4 PM

A



SPECIFICATIONS

144903195

G-003

WSCC




SPECIFICATIONS

DIVISION 1: GENERAL REQUIREMENTS

1.1: SUMMARY OF WORK1. WORK UNDER THIS CONTRACT INCLUDES:

A. SELECTIVE INTERIOR DEMOLITION AS NOTED ON DRAWINGS , INCLUDING, BUT NOT LIMITED TO:a. DEMOLITION OF EXISTING FULL-HEIGHT PARTITIONS WHERE NOTEDb. REMOVAL OF EXISTING DOORS, FRAMES AND HARDWAREc. REMOVAL OF EXISTING FIXTURES, WALL FINISHES AND COUNTERTOPS d. DEMOLITION OF EXISTING GYPSUM CEILING

B. NEW CONSTRUCTION INCLUDING, BUT NOT LIMITED TO:a. SUPPLY AND INSTALLATION OF NEW PARTITIONS TO UNDERSIDE OF DECK, WHERE NOTED b. SUPPLY AND INSTALLATION OF NEW DOORS, FRAMES AND HARDWARE; COORDINATE WITH ELECTRICALc. SUPPLY AND INSTALLATION OF NEW EXTRUDED SEMI-RIGID PVCu PANEL AND ACCESSORIES WHERE NOTEDd. SUPPLY AND INSTALLATION OF A NEW GYPSUM CEILINGe. NEW WASHROOMS AS PER LAYOUTS, INCLUDING WASHROOM ACCESSORIESf. PATCHING AND PAINTING THROUGHOUT. CUTTING, PATCHING AND RECONFIGURATION OF EXISTING WALLS AS

REQUIRED TO COORDINATE NEW OR DELETED PARTITIONS OR REVISED MECHANICAL AND ELECTRICAL SYSTEMS AS NOTED

g. ELECTRICAL AND MECHANICAL SCOPE OF WORK AS NOTED WITHIN THE CONTRACT DOCUMENTS.

1.2: ACCESS AND EGRESS1. DESIGN, CONSTRUCT AND MAINTAIN TEMPORARY "ACCESS TO" AND "EGRESS FROM" WORKS AREAS, INCLUDING

STAIRS, RUNWAYS, RAMPS OR LADDERS AND SCAFFOLDING, INDEPENDENT OF FINISHED SURFACES AND IN ACCORDANCE WITH RELEVANT MUNICIPAL, PROVINCIAL AND OTHER REGULATIONS.

1.3: USE OF SITE AND FACILITIES1. MAINTAIN EXISTING SERVICES TO BUILDING AND PROVIDE FOR PERSONNEL AND VEHICLE ACCESS. 2. ENGINEER WILL ASSIGN SANITARY FACILITIES FOR USE BY CONTRACTOR'S PERSONNEL. KEEP FACILITIES CLEAN. 3. CLOSURES: PROTECT WORK TEMPORARILY UNTIL PERMANENT ENCLOSURES ARE COMPLETED. 4. CLEAN DEBRIS AND CONSTRUCTION MATERIALS FROM SITE ON A DAILY BASIS.

1.4: DOCUMENTS REQUIRED 1. MAINTAIN AT JOB SITE, ONE COPY EACH DOCUMENT AS FOLLOWS:

A. CONTRACT DRAWINGS. SPECIFICATIONS.B. ADDENDA.C. REVIEWED SHOP DRAWINGS.D. LIST OF OUTSTANDING SHOP DRAWINGS. E. CHANGE ORDERS.F. OTHER MODIFICATIONS TO CONTRACT. G. FIELD TEST REPORTS.H. COPY OF APPROVED WORK SCHEDULE.I. HEALTH AND SAFETY PLAN AND OTHER SAFETY RELATED DOCUMENTS.J. OTHER DOCUMENTS AS SPECIFIED.

1.5: FIRE SAFETY REQUIREMENTS1. COMPLY WITH THE NATIONAL BUILDING CODE OF CANADA 2015 (NBC) FOR FIRE SAFETY IN CONSTRUCTION AND

THE NATIONAL FIRE CODE OF CANADA 2015 (NFC) FOR FIRE PREVENTION, FIRE FIGHTING AND LIFE SAFETY IN BUILDING IN USE.

1.6: TESTING AND LABORATORY SERVICES1. THE ENGINEER WILL APPOINT AND PAY FOR COSTS OF INSPECTION AND TESTING SERVICES, UNLESS INDICATED OTHERWISE.2. PROVIDE SAFE WORKING AREAS AND ASSIST WITH TESTING PROCEDURES, INCLUDING PROVISIONS FOR MATERIALS OR

SERVICES AND COORDINATION, AS REQUIRED BY TESTING AGENCY AND AS AUTHORIZED BY ENGINEER.3. WHERE TESTS INDICATE NON-COMPLIANCE WITH SPECIFICATIONS, CONTRACTOR TO PAY FOR INITIAL TEST AND SUBSEQUENT

TESTING OF WORK TO VERIFY ACCEPTABILITY OF CORRECTED WORK.

1.7: INSPECTION AND TESTING1. TESTS ON MATERIALS AND EQUIPMENT, AS SPECIFIED WITHIN TRADE SECTIONS, IS RESPONSIBILITY OF CONTRACTOR

EXCEPT WHERE SPECIFIED.2. PROVIDE NECESSARY INSTRUMENTS, EQUIPMENT AND QUALIFIED PERSONNEL TO PERFORM TESTS.3. AT COMPLETION OF TESTS, TURN OVER TWO SETS OF FULLY DOCUMENTED TESTS REPORTS TO ENGINEER.4. UNSPECIFIED TESTS MAY BE MADE AT ENGINEER'S. COSTS OF TESTS WILL BE PAID FOR BY ENGINEER.5. WHERE TESTS OR INSPECTIONS REVEAL WORK NOT IN ACCORDANCE WITH CONTRACT, BEAR COST OF TESTS AND

ADDITIONAL TESTS AS ENGINEER REQUIRES TO VERIFY THE ACCEPTABILITY OF CORRECTED WORK. 6. PAY COSTS FOR UNCOVERING AND MAKING GOOD WORK THAT IS COVERED BEFORE INSPECTION OR TESTING IS

COMPLETED AND APPROVED BY ENGINEER.

1.8: TEMPORARY UTILITIES1. EXISTING SERVICES REQUIRED FOR WORK, MAY BE USED BY CONTRACTOR. ENSURE CAPACITY IS ADEQUATE PRIOR TO

IMPOSING ADDITIONAL LOADS. CONNECT AND DISCONNECT AT OWN EXPENSE AND RESPONSIBILITY.2. POWER SUPPLY IN ACCORDANCE WITH CANADIAN ELECTRICAL CODE AND PROVIDE METERS AND SWITCHING.3. NOTIFY ENGINEER AND UTILITY COMPANIES OF INTENDED INTERRUPTION OF SERVICES, OBTAIN PERMISSION BEFORE

PROCEEDING.

1.9: SCAFFOLDS AND WORK PLATFORMS 1. DESIGN, INSTALL, AND INSPECT SCAFFOLDS AND WORK PLATFORMS REQUIRED FOR WORK IN ACCORDANCE WITH

RELEVANT MUNICIPAL, PROVINCIAL AND OTHER REGULATIONS.

1.10: DUST CONTROL1. PROVIDE TEMPORARY DUST TIGHT SCREENS OR PARTITIONS TO LOCALIZE DUST GENERATING ACTIVITIES, AND FOR

PROTECTION OF WORKERS, FINISHED AREAS OF WORK AND PUBLIC. 2. MAINTAIN AND RELOCATE PROTECTION UNTIL SUCH WORK IS COMPLETE.

1.12: WORK COORDINATION1. CO-ORDINATE WORK OF SUBSTRATES.

A. DESIGNATE ONE PERSON TO BE RESPONSIBLE FOR REVIEW OF CONTRACT DOCUMENTS, SHOP DRAWINGS, AND PLANNING AND MANAGING COORDINATION OF WORK.

B. CONVENE MEETINGS BETWEEN SUBCONTRACTORS WHOSE WORK INTERFACES AND ENSURE AWARENESS OF AREAS AND EXTENT OF INTERFACE REQUIRED.

C. PROVIDE EACH SUBCONTRACTOR WITH COMPLETE PLANS AND SPECIFICATIONS FOR CONTRACT, TO ASSIST THEM IN PLANNING AND CARRYING OUT THEIR RESPECTIVE WORK.

D. ENSURE SUB-CONTRACTORS ARE AWARE OF DIVISION 01 REQUIREMENTS.2. CONSTRUCTION PHASE

A. COORDINATE WORK ON SITE AND PHASE CONSTRUCTION TO COMPLETING ONE FLOOR AT A TIME IN ORDER TO MAINTAIN OFFICE OPERATIONS AND ACCESSIBILITY TO WASHROOM FACILITIES ON TWO FLOORS AT ALL TIMES

1.13: SITE STORAGE1. CONTRACTOR WILL EQUIP AND MAINTAIN STORAGE SPACE ASSIGNED BY ENGINEER.2. DO NOT UNREASONABLY ENCUMBER SITE WITH MATERIALS OR EQUIPMENT.3. MOVE STORED PRODUCTS OR EQUIPMENT WHICH INTERFERE WITH OPERATIONS OF ENGINEER OR OTHER CONTRACTORS.

OBTAIN AND PAY FOR USE OF ADDITIONAL STORAGE OR WORK AREAS NEEDED TO MAINTAIN OFFICE OPERATIONS.

1.14: CONCEALMENT1. CONCEAL PIPES, DUCTS AND WIRING IN FLOOR, WALL AND CEILING CONSTRUCTION OF FINISHED AREAS EXCEPT

WHERE INDICATED.

1.15: PROTECTION1. PROTECT FINISHED WORK AGAINST DAMAGE.2. PROTECT ADJACENT WORK AGAINST SPREAD OF DUST AND DIRT BEYOND WORK AREAS.3. PROTECT OPERATIVES AND OTHER USERS OF SITE FROM HAZARDS.

1.16: EXAMINATION 1. EXAMINE SITE AND CONDITIONS LIKELY TO AFFECT WORK AND BE FAMILIAR AND CONVERSANT WITH EXISTING

CONDITIONS. 2. PROVIDE PHOTOGRAPHS OF SURROUNDING PROPERTIES, OBJECTS AND STRUCTURES LIABLE TO BE DAMAGED OR BE

SUBJECT OF SUBSEQUENT CLAIMS. 3. SUPPLY SUCH DEVICES AS STRAIGHT EDGES AND TEMPLATES REQUIRED TO FACILITATE ENGINEER'S INSPECTION OF

WORK .

DIVISION 6: WOOD & PLASTICS

6.1: ROUGH CARPENTRY 1. LUMBER: UNLESS SPECIFIED OTHERWISE, SOFTWOOD, S4S, MOISTURE CONTENT 12% OR LESS IN ACCORDANCE WITH FOLLOWING STANDARDS:

A. CAN/CSA-O141. B. NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER.

2. FURRING, BLOCKING, NAILING STRIPS, GROUNDS, ROUGH BUCKS, CANTS, CURBS, FASCIA BACKING AND SLEEPERS: A. S2S IS ACCEPT ABLE FOR BLOCKING.B. BOARD SIZES: "STANDARD" OR BETTER GRADE. C. DIMENSION SIZES: "STANDARD" LIGHT FRAMING OR BETTER GRADE.

3. SOFTWOOD LUMBER: S4S, MOISTURE CONTENT 19% OR LESS IN ACCORDANCE WITH FOLLOWING STANDARDS:A. CSA0141 .B. NLGA STANDARD GRADING RULES FOR CANADIAN LUMBER. C. AWMAC CUSTOM GRADE, MOISTURE CONTENT AS SPECIFIED.D. MACHINE STRESS-RATED LUMBER IS ACCEPTABLE .

6.2: ARCHITECTURAL WOODWORK 1. FABRICATE CASEWORKS TO AWMAC CUSTOM QUALITY GRADE. TYPE:FLUSH OVERLAY CASEWORK. FURRING, BLOCKING,

NAILING STRIPS, GROUNDS AND ROUGH BUCKS AND SLEEPERS . A. BOARD SIZES: "ST AND ARD" OR BETTER GRADE . B. DIMENSION SIZES: "STANDARD" LIGHT FRAMING OR BETTER GRADE. .

2. FRAMING: DOUGLAS FIR SPECIES, CUSTOM GRADE . 3. CASE BODIES (ENDS, DIVISIONS AND BOTTOMS) :

A. HARDWOOD PLYWOOD . B. THICKNESS: 19 MM . C. NUMBER OF PLYS - 5 . D. FACE VENEER: WHITE BIRCH SPECIES, STAIN GRADE, ROTARY CUT . E. BACK VENEER: WHITE BIRCH SPECIES, STAIN GRADE, ROTARY CUT .

F. CORE: SOFTWOOD PLYS . G. BOND: TYPE II. H. SANDING: REGULAR SANDING. I. GRAIN DIRECTION VERTICAL .

4. BACKS . A. SOFTWOOD AND POPLAR PLYWOOD DFP G.I.S. CUSTOM GRADE, SQUARE EDGE, 6 MM THICK .

5. SOLID SURFACE FOR NEW COUNTER TOP TYPICALA. COMPOSED OF ACYRLIC RESINS, FIRE-RETARDANT MINERAL FILLERS, AND PROPRIETARY COLORING AGENTS,

THROUGH-THE-BODY COLOR FOR FULL THICKNESS OF SHEET MATERIALB. THICKNESS: 1.2 MM FOR COUNTERTOP APPLICATION. C. WEIGHT: 4.4LN/SQ.FT.D. PERFORMANCE CHARACTERISTICS:

a. TENSILE STRENGTH ASTM D 638: 3800 PSI.b. FLEXURAL STRENGTH ASTM D 790: 10,400 PSIc. HARDNESS (BARCOL IMPRESSOR) ASTK D 2583:60.d. IMPACT RESISTANCE NEMA LD3-2005 METHOD 3.8: 144 IN. DROP.e. STAIN RESISTANCE ANSI Z124.3f. FUNGI RESISTANCE ASTM G21: PASSg. MOISTURE ABSORPTION ASTM D 570 LONG TERM: <0.25%h. FIRE BEHAVIOR ASTM E 84: CLASS 1 AND CLASS A

E. SUBMIT SAMPLE OF SOLID SURFACING PRODUCT TO CONSULTANT FOR APPROVAL.F. ACCEPTABLE PRODUCTS.

a. WILSONART SOLID SURFACEb. REFER TO FINISH SCHEDULE AND LEGEND FOR SELECTION.

DIVISION 7: THERMAL AND MOISTURE PROTECTION

7.1: FIRESTOPPING 1. FIRE STOPPING AND SMOKE SEAL SYSTEMS: IN ACCORDANCE WITH CAN-ULC-S115.

A. ASBESTOS-FREE MATERIALS AND SYSTEMS CAPABLE OF MAINTAINING EFFECTIVE BARRIER AGAINST FLAME, SMOKE AND GASES IN COMPLIANCE WITH REQUIREMENTS OF CAN-ULC-S115 AND NOT TO EXCEED OPENING SIZES FOR WHICH THEY ARE INTENDED AND CONFORMING TO SPECIFIED SPECIAL REQUIREMENTS DESCRIBED IN PART 3.

B. FIRE STOP SYSTEM RATING: 1 HOUR AT ALL LOCATIONS INDICATING 1 HOUR FIRE SEPARATIONS. CONTRACTOR TO CONFIRM ON SITE.

2. SERVICE PENETRATION ASSEMBLIES AND COMPONENTS: SYSTEMS TESTED/CERTIFIED TO CAN-ULC-S115 . 3. FIRE-RESISTANCE RATING OF INSTALLED FIRE STOPPING ASSEMBLY IN ACCORDANCE WITH NBC. 4. FIRE STOPPING AND SMOKE SEALS AT OPENINGS INTENDED FOR EASE OF RE-ENTRY SUCH AS CABLES: ELASTOMERIC SEAL. 5. FIRE STOPPING AND SMOKE SEALS AT OPENINGS AROUND PENETRATIONS FOR PIPES, DUCTWORK AND OTHER MECHANICAL

ITEMS REQUIRING SOUND AND VIBRATION CONTROL: ELASTOMERIC SEAL. 6. PRIMERS: TO MANUFACTURER'S RECOMMENDATION FOR SPECIFIC MATERIAL, SUBSTRATE, AND END USE. 7. SEALANTS FOR VERTICAL JOINTS: NON-SAGGING.

7.2: SEALANTS 1. PERIMETERS OF INTERIOR FRAMES, AS DETAILED AND ITEMIZED: SEALANT TYPE: LATEX ACRYLIC. 2. PERIMETERS OF EXTERIOR FRAMES - URETHANE ONE PART, NON AG, JOINT MOVEMENT - 25% 3. PERIMETER OF PLUMBING FIXTURES - SILICONE MILDEW RESISTANT.

7.3: BLANKET INSULATION. 1. INTERIOR PARTITIONS: MINERAL FIBER BATT INSULATION: STANDARD OF ACCEPTANCE - ROCKWOOL.

A. NEW MATERIAL TO ASTM C665-12 AND CAN/ULC-S702-14. B. SUBMIT PRODUCT DATA FOR REVIEW CLEARLY INDICATING PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA

AND LIMITATIONS. C. SELECT BATT THICKNESS TO FILL DESIGNATED CAVITIES. D. VERIFY THAT INSTALLATION LOCATION AND ADJACENT SURFACES ARE DRY AND READY TO RECEIVE INSULATION . E. INSTALL BATT INSULATION TO FILL VOID COMPLETELY WITHOUT COMPRESSING INSULATION MATERIAL. WHERE GAPS ARE

UNAVOIDABLE, FILL REMAINING SPACES WITH LOW-EXPANSION FOAM-IN-PLACE INSULATION. F. FIT INSULATION TIGHT TO SERVICE PENETRATIONS WITHIN AND THROUGHOUT THE PLANE OF INSULATION.

7.4: NON-EXPANDING FOAMED-IN PLACE INSULATION 1. NEW MATERIAL TO BE SPRAY-APPLIED RIGID POLYURETHANE FOAM, MEDIUM DENSITY, CLOSED CELL, LOW EXPANSION, TO

CAN/ULC S705.1-05(R2016). 2. STANDARD OF ACCEPTANCE TO BE: QUAD BY LEPAGE OR PRO SELECT BY SIKA OR CF 812 WD BY HILTI. 3. ENSURE SUBSTRATES TO RECEIVE FOAM-IN-PLACE INSULATION ARE CLEAR OF DIRT, DUST, OIL, GREASE OR OTHER MATTER

THAT MAY AFFECT BOND. 4. PRIME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 5. APPLY FOAM-IN-PLACE SEALANT ONLY WHEN AMBIENT TEMPERATURE IS WITHIN MANUFACTURER RECOMMENDED LIMITS.

FOLLOW MANUFACTURER RECOMMENDATIONS REFERRING TO PRE-WARMING CONTAINERS PRIOR TO APPLICATION. APPLY IN LIFTS NOT EXCEEDING 50 MM THICKNESS. FILL VOIDS AND CUT-OFF EXCESS.

6. FILL PRESSED STEEL DOOR FRAMES 75% FULL WITH FOAM-IN-PLACE INSULATION PRIOR TO INSTALLATION OF DOOR FRAMES. FILL THE REMAINDER OF THE FRAME AFTER INSTALLATION, THROUGH THE GAP BETWEEN THE FRAME AND THE WALL CONSTRUCTION.

7. UPON COMPLETION OF FOAM-IN-PLACE INSULATION WORK, CLEAN ADJACENT SURFACES OF OVER- SPRAY AND DUSTING.

1.17: CUT, PATCH AND MAKE GOOD 1. CUT EXISTING SURFACES AS REQUIRED TO ACCOMMODATE NEW WORK . 2. REMOVE ITEMS SHOWN OR SPECIFIED . 3. DO NOT CUT, BORE, OR SLEEVE LOAD-BEARING MEMBERS . NOTIFY CONSULTANT OF ANY DISCREPANCIES THAT INTERFERE

WITH FINISHED WORK4. MAKE CUTS WITH CLEAN, TRUE, SMOOTH EDGES. MAKE PATCHES INCONSPICUOUS IN FINAL ASSEMBLY . 5. FIT WORK AIRTIGHT TO PIPES, SLEEVES DUCTS AND CONDUITS. 6. PATCH AND MAKE GOOD SURFACES CUT, DAMAGED OR DISTURBED, TO ENGINEER'S APPROVAL. MATCH EXISTING

MATERIAL, COLOR, FINISH AND TEXTURE. 7. INSTALL FIRESTOPS AND SMOKE SEALS IN ACCORDANCE WITH ULC-8115, AROUND PIPE, DUCTWORK, CABLES, AND OTHER

OBJECTS PENETRATING FIRE SEPARATIONS TO PROVIDE FIRE RESISTANCE NOT LESS THAN THE FIRE RESISTANCE RATING OF SURROUNDING FLOOR, CEILING, AND WALL ASSEMBLY.

1.18: CLEANING 1. CLEAN UP WORK AREA AS WORK PROGRESSES. AT END OF EACH DAY, AND MORE OFTEN IF REQUIRED BY ENGINEER,

REMOVE DEBRIS FROM SITE, NEATLY STACK MATERIAL FOR USE, AND CLEAN UP GENERALLY . 2. UPON COMPLETION REMOVE SCAFFOLDING, TEMPORARY PROTECTION AND SURPLUS MATERIALS. MAKE GOOD DEFECTS

NOTED AT THIS STAGE. 3. WASH AND POLISH GLASS, MIRRORS, CERAMIC TILE, ALUMINUM, CHROME, STAINLESS STEEL, BAKED OR PORCELAIN ENAMEL,

PLASTIC LAMINATE AND OTHER PLASTIC SURFACES, FLOORS, HARDWARE AND WASHROOM FIXTURES. CLEAN MANUFACTURED ARTICLES IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS.

4. CLEAN AREAS UNDER CONTRACT TO CONDITION AT LEAST EQUAL TO THAT PREVIOUSLY EXISTING AND TO APPROVAL OF ENGINEER.

1.19: OPERATIONS AND MAINTENANCE MANUALS 1. TWO (2) WEEKS PRIOR TO ANY SCHEDULED TRAINING, SUBMIT TO ENGINEER COPIES OF APPROVED

OPERATIONS DATA AND MAINTENANCE MANUAL IN BOTH OFFICIAL LANGUAGES, COMPILED AS FOLLOWS: A. BIND DATA IN VINYL HARD COVER 3 "D" RING TYPE LOOSE LEAF BINDERS FOR 212 X 275 MM SIZE PAPER. BINDERS MUST

NOT EXCEED 75 MM THICK OR BE MORE THAN 213 FULL. B. ENCLOSE TITLE SHEET LABELED "OPERATION DATA AND MAINTENANCE MANUAL," PROJECT NAME, DATE AND LIST OF CONTENTS. PROJECT NAME MUST APPEAR ON BINDER FACE AND SPINE. C. ORGANIZE CONTENTS INTO APPLICABLE SECTIONS OF WORK TO PARALLELING PROJECT SPECIFICATIONS BREAKDOWN.

MARK EACH SECTION BY LABELED TABS PROTECTED WITH CELLULOID COVERS FASTENED TO HARD PAPER DIVIDING SHEETS . D. INCLUDE INFORMATION AS FOLLOWS PLUS DATA SPECIFIED:

a. MAINTENANCE INSTRUCTION FOR FINISHED SURFACE AND MATERIALS. b. COPY OF FINISH SCHEDULES ..

E. GUARANTEES SHOWING: a. NAME AND ADDRESS OF PROJECTS. b. GUARANTEE COMMENCEMENT DATE (DATE OF INTERIM CERTIFICATE OF COMPLETION) . c. DURATION OF GUARANTEE. d. CLEAR INDICATION OF WHAT IS BEING GUARANTEED AND WHAT REMEDIAL ACTION WILL BE TAKEN

UNDER GUARANTEE. e. SIGNATURE AND SEAL OF GUARANTOR.

F. ADDITIONAL MATERIAL USED IN PROJECT LISTED UNDER VARIOUS SECTIONS SHOWING NAME OF MANUFACTURER AND SOURCE OF SUPPLY.

G. INCLUDE ONE COMPLETE SET OF FINAL SHOP DRAWINGS (BOUND SEPARATELY) INDICATING CORRECTIONS AND CHANGES MADE DURING FABRICATION AND INSTALLATION .

1.20: GUARANTEES AND WARRANTIES: 1. BEFORE COMPLETION OF WORK COLLECT MANUFACTURER'S GUARANTEES AND WARRANTIES AND DELIVER TO ENGINEER.

1.21: RECORD DRAWINGS 1. AS WORK PROGRESSES, MAINTAIN ACCURATE RECORDS TO SHOW DEVIATIONS FROM CONTRACT DRAWINGS. JUST PRIOR

TO ENGINEER'S INSPECTION FOR ISSUANCE OF FINAL CERTIFICATE OF COMPLETION, SUPPLY TO ENGINEER ONE (1) SET OF WHITE PRINTS WITH ALL DEVIATIONS NEATLY INKED IN

DIVISION 2: EXISTING CONDITIONS

2.1: ALTERATIONS, REPAIRS AND ADDITIONS TO EXISTING BUILDINGS 1. EXECUTE WORK WITH LEAST POSSIBLE INTERFERENCE OR DISTURBANCE TO SITE, ADJACENT OPERATIONS AND EXISTING

CONDITIONS TO REMAIN 2. OBTAIN REQUIRED PERMITS DIRECT FROM AUTHORITIES HAVING JURISDICTION AND COMPLY WITH ALL APPLICABLE CODES

AND SPECIFIED REQUIREMENTS INCLUDING THOSE OF UTILITIES PROVIDERS. 3. CONFORM TO REGULATORY PROCEDURES AND NOTIFY CONSULTANT IF HAZARDOUS OR CONTAMINATED MATERIALS ARE

DISCOVERED OR IF ANY PART OF THE EXISTING STRUCTURE APPEARS ENDANGERED. 4. ERECT, MAINTAIN AND REMOVE ON COMPLETION OF THE WORK, CONSTRUCTION SITE BOUNDARY FENCING, HOARDING,

SCAFFOLDING, ETC. REQUIRED FOR THE EXECUTION OF THE WORK. MAKE GOOD ALL SITE SURFACING DAMAGED DURING THE EXECUTION OF THE WORK.

5. MATERIALS USED IN PATCHING AND MAKING GOOD SHALL BE NEW AND MATCH EXISTING UNLESS OTHERWISE NOTED. 6. ON COMPLETION OF SELECTIVE DEMOLITIONS, REMOVE AND LEGALLY DISPOSE OF ALL REMOVED MATERIALS AND WASTE

AND CLEAR AND CLEAN THE SITE TO THE REQUIREMENT OF THE ENGINEER. 7. PREPARE, PATCH, PRIME AND PAINT EXISTING WOOD TRIM TO REMAIN AND CASEWORK IN PREPARATION OF FINAL PAINT.

2.2: EXISTING SERVICES 1. NOTIFY, CONSULTANT AND UTILITY COMPANIES OF INTENDED INTERRUPTION OF SERVICES AND OBTAIN REQUIRED

PERMISSION. WHERE WORK INVOLVES BREAKING INTO OR CONNECTING TO EXISTING SERVICES, GIVE ENGINEER 24 HOURS NOTICE FOR NECESSARY INTERRUPTION OF MECHANICAL OR ELECTRICAL SERVICE THROUGHOUT COURSE OF WORK. MINIMIZE DURATION OF INTERRUPTIONS. CARRY OUT WORK AT TIMES AS DIRECTED BY GOVERNING AUTHORITIES WITH MINIMUM DISTURBANCE TO PEDESTRIAN.

2. PROVIDE ALTERNATIVE ROUTES FOR PEDESTRIAN AND VEHICULAR TRAFFIC WHERE REQUIRED. 3. ESTABLISH LOCATION AND EXTENT OF SERVICE LINES IN AREA OF WORK BEFORE STARTING WORK. NOTIFY CONSULTANT OF

FINDINGS. SUBMIT SCHEDULE TO AND OBTAIN APPROVAL FROM ENGINEER FOR ANY SHUT-DOWN OR CLOSURE OF ACTIVE SERVICE OR FACILITY INCLUDING POWER AND COMMUNICATIONS SERVICES. ADHERE TO APPROVED SCHEDULE AND PROVIDE NOTICE TO AFFECTED PARTIES.

4. PROVIDE ADEQUATE BRIDGING OVER TRENCHES WHICH CROSS SIDEWALKS OR ROADS TO PERMIT NORMAL TRAFFIC WHERE REQUIRED.

5. WHERE UNKNOWN SERVICES ARE ENCOUNTERED, IMMEDIATELY ADVISE CONSULTANT AND CONFIRM FINDINGS IN WRITING. 6. PROTECT, RELOCATE OR MAINTAIN EXISTING ACTIVE SERVICES. WHEN INACTIVE SERVICES ARE ENCOUNTERED CAP OFF IN

MANNER APPROVED BY AUTHORITIES HAVING JURISDICTION. 7. RECORD LOCATIONS OF MAINTAINED, RE-ROUTED AND ABANDONED SERVICE LINES. 8. CONSTRUCT BARRIERS IN AS REQUIRED TO PROVIDE A SAFE AND SECURE WORKING SITE.

2.3: HAZARDOUS MATERIALS 1. SHOULD MATERIAL RESEMBLING ASBESTOS BE ENCOUNTERED IN COURSE OF WORK, STOP AND NOTIFY CONSTRUCTION

MANAGER IMMEDIATELY. DO NOT PROCEED UNTIL WRITTEN INSTRUCTIONS HAVE BEEN RECEIVED FROM CONSULTANT. 2. COMPLY WITH THE REQUIREMENTS OF THE WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS)

REGARDING USE, HANDLING, STORAGE, AND DISPOSAL OF HAZARDOUS MATERIALS: AND REGARDING LABELING AND THE PROVISION OF MATERIAL SAFETY DATA SHEETS (MSDS) ACCEPTABLE TO HUMAN RESOURCES AND SOCIAL DEVELOPMENT CANADA (HRSDC), LABOR PROGRAM .

3. FOR WORK IN OCCUPIED BUILDINGS GIVE CONSTRUCTION MANAGER HOURS NOTICE FOR WORK INVOLVING HAZARDOUS SUBSTANCES

4. (CANADA LABOR CODE PART II SECTION 10), AND BEFORE PAINTING, CAULKING, INSTALLING CARPET OR USING ADHESIVES.


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DIVISION 8: OPENINGS

8.1: FLUSH WOOD DOORS 1. SOLID CORE: TO CAN/CSA-O132.2.1. AND AWMAC CUSTOM GRADE.

A. CONSTRUCTION: a. SOLID PARTICLE BOARD CORE: STILE AND RAIL FRAME BONDED TO PARTICLE BOARD CORE WITH WOOD LOCK

BLOCKS, 3-PLY CONSTRUCTION. 2. FACE PANELS:

A. STAIN GRADE BIRCH , FINISH TO MATCH EXISTING ON ALL SIX SIDES/EDGES. 3. GLUE TYPE: ADHESIVE FOR INTERIOR DOORS SHALL BE TYPE II ADHESIVE CONFORMING TO CSA 0112-M1977. 4. EDGE STRIPS: VERTICAL EDGE STRIPS ON ALL DOORS SHALL BE ONE-PIECE SOLID HARDWOOD, EQUIVALENT TO AWMAC

NO.1 EDGE, SOLID BIRCH. 5. CONTRACTOR TO REVIEW EXISTING FRAMES ON SITE AND TO REUSE ANY THAT ARE REMOVED IF POSSIBLE. FOR NEW DOORS

THAT HAVE FRAMES THAT CANNOT BE REUSED, PROVIDE PRESSED STEEL KNOCKDOWN FRAMES (3 PIECE). 6. ALL NEW DOORS TO BE FITTED WITH HARDWARE PER HARDWARE SCHEDULE INCLUDED WITH DRAWINGS. 7. ALL EXISTING DOOR TO BE FITTED WITH HARDWARE PER HARDWARE SCHEDULE INCLUDED WITH DRAWINGS.

8.2: DOOR HARDWARE.

1. IN ACCORDANCE WITH THE GENERAL REQUIREMENTS STATED IN DIVISION 01, AS LISTED IN THE HARDWARE SCHEDULE. A. SUPPLY ALL HARDWARE ITEMS IN SAME FINISH. B. PROVIDE INSTALLATION, TERMINATION, COMMISSIONING AND FIELD TROUBLESHOOTING OF LOW VOLTAGE

ELECTROMECHANICAL DOOR HARDWARE BY DOOR HARDWARE SUPPLIER. C. PROVIDE, FURNISH, INSTALL, COMMISSIONING AND FIELD TROUBLESHOOTING OF AUTOMATIC SWING DOOR

ENTRANCE SYSTEMS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. THE SWING SYSTEM SHALL CONSIST OF HEADER, OPERATOR, DOOR ARM, SAFETY SENSORS AND ACTIVATING CONTROLS.

2. SUBMITTALS: A. SUBMIT ALL SHOP DRAWINGS INCLUDING NUMBER OF PAPER COPIES IN ACCORDANCE WITH THE PROJECT CONTRACT

DOCUMENTS. B. SUBMIT COPIES OF THE HARDWARE SCHEDULE IN HORIZONTAL FORMAT LISTING THE SIZES, TYPES, QUANTITIES, DOOR C. NUMBERS AND LOCATIONS, SWINGS, DEGREE OF OPENING AND ALL PREPARATION OF THE DOORS AND FRAMES. D. SUBMIT COPIES OF THE KEYING SCHEDULE UPON REVIEW/APPROVAL WITH THE ENGINEER.

3. COORDINATION:

A. COORDINATE FINISH HARDWARE WITH ALL AFFECTED TRADES . B. COORDINATE ALL ELECTRICAL OR ELECTRONIC HARDWARE WITH THE ELECTRICAL TRADE.

4. WARRANTY A. MORTISE LOCKSETS, (10) YEARS FOR GRADE 1 - DOOR CLOSERS, (5) YEARS FOR GRADE 1 - EXIT DEVICES, AND

OVERHEAD STOPS/HOLDERS, (1) YEAR WARRANTY FOR ELECTRONIC AND ELECTROMECHANICAL PRODUCTS. WARRANTY COVERS PRODUCTS ONLY THAT ARE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS UNDER NORMAL USE AND SERVICE; COST OF REPAIR IS BY CONTRACTOR.

5. KEYING A. ALL CORES TO BE 'BEST' BRAND. B. ALL LOCKS TO BE GRANDMASTER KEYED TO EXISTING SYSTEM.

C. COORDINATE WITH THE ENGINEER ON KEYING SCHEDULE REQUIREMENTS.

6. AUTO DOOR OPERATORA. THE OPERATOR SHALL BE AN ELECTRO-MECHANICAL SYSTEM, SEALED AGAINST DUST, DIRT, AND CORROSION IN A

CAST ALUMINUM CASE, AND FULLY LUBRICATED TO MINIMIZE WEAR AND FRICTION OF MOVING PARTS BETWEEN TEMPERATURE EXTREMES OF -45 DEGREES AND +25 DEGREES C. THE ENTIRE OPERATOR SHALL BE REMOVABLE FROM THE HEADER AS A UNIT.

B. THE OPERATORS SHALL OPEN THE DOOR WITH A 3/16 HP, DC MOTOR THROUGH A HIGH TORQUE REDUCTION GEAR SYSTEM, CUT SPIRAL, BEVELED GEAR SET WELDED TO A TOOTHED DRIVE SHAFT, AND LINKAGE. THE DRIVE TRAIN SHALL HAVE POSITIVE, CONSTANT ENGAGEMENT. THE OPERATOR SHALL STOP THE DOOR IN THE OPEN POSITION BY ELECTRICALLY REDUCING THE MOTOR VOLTAGE AND STALLING AGAINST AN ADJUSTABLE 90 DEGREE STOP, ALL BEARINGS SHALL BE BALL OR ROLLER TYPE, NO BUSHINGS SHALL BE USED.

C. THE OPERATOR SHALL CLOSE THE DOOR BY SPRING ENERGY. CLOSING SPEED SHALL BE CONTROLLED BY EMPLOYING THE MOTOR AS A DYNAMIC BREAK. THE CLOSING SPRING SHALL BE A HELICAL COMPRESSION SPRING, PRE-LOADED FOR POSITIVE CLOSING ACTION AT A LOW MATERIAL STRESS LEVEL FOR LONG SPRING LIFE. NO WOUND OR CLOCK TYPE SPRINGS PERMITTED.

D. THE OPERATOR SHALL HAVE BUILT-IN EMERGENCY RELEASE WITH CONTROLLED SPRING RETURN TO THE CLOSED POSITION WITHOUT MANUAL RESETTING WHILE THE DOOR IS IN THE EMERGENCY RELEASE MODE, A DISCONNECT SWITCH SHALL PREVENT POWERED OPERATION, NO HOUSING NOR JAMB MOUNTED STOPS OR CAMS SHALL BE REQUIRED FOR EMERGENCY FUNCTION.

E. THE OPERATOR SHALL FUNCTION AS A MANUAL DOOR CLOSER IN THE DIRECTION OF SWING WITH OR WITHOUT ELECTRICAL POWER.

F. ENTRAPMENT PROTECTION: THE DOOR FORCES AND SPEEDS GENERATED DURING POWER OPENING, AND MANUAL OPENING IN BOTH DIRECTIONS OF SWING, AND SPRING CLOSING IN BOTH DIRECTIONS OF SWING SHALL CONFORM TO THE REQUIREMENTS OF ANSI A156.1998 AND NBCC2015.

G. A SOLID STATE, COMPLETELY ENCLOSED ELECTRONIC CONTROL WITH QUICK CONTROL CONNECT PLUGS SHALL INCORPORATE THE FOLLOWING FEATURES:a. A 2 1/2-AMPERE CURRENT LIMITING CIRCUIT WHICH LIMITS THE OPENING FORCE OF THE OPERATOR TO A

MAXIMUM OF 24LBS AT THE LOCKSTILE. b. A "SOFT START" MOTOR DRIVING CIRCUIT TO A SMOOTH NORMAL OPENING AND RECYCLE TO MINIMIZE

LOOSENING OF DOORS, PIVOT AND FRAMES. c. AN "ENERGY-SAVER" CIRCUIT THAT REDUCES POWER TO THE MOTOR AFTER TWELVE (12) SECONDS OF MAINTAINED

OPENING SIGNAL. H. LINKAGE ASSEMBLY - SHALL PROVIDE POSITIVE CONTROL OF DOOR THROUGH ENTIRE SWING; SHALL PREVENT USE OF

BUTT-HUNG, DOORS.I. CONTROL-ACTUATING SIGNAL SHALL BE BY:

a. WALL MOUNTED - 114MM DIA. STAINLESS STEEL, ALL-ACTIVE PUSH PLATE W/HANDICAP LOGO.

7. DOOR HARDWARE SCHEDULE - SEE AS FOLLOWS. HARDWARE GROUP 001 - E301, E401, E501: SINGLE OCCUPANCY UNIVERSAL W/C

QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA STOREROOM LOCK L9080T 06B 626 SCH 1 EA INTERFACE BOX JB7 VON 1 EA FSIC CORE 23-030 EV29 S 626 SCH

X CONTROL KEYS 1 EA ELECTRIC STRIKE 6211 FS DS CON 12/16/24/28 VAC/VDC 630 VON 1 EA SURF/ AUTO OPERATOR 4642 LONG CS WMS 120V AC 689 LCN 1 EA WIRE HARNESS CON_TO SUIT SCH 1 EA WIRE HARNESS CON-6W SCH 1 EA POWER SUPPLY PS902 BBK 900-8F KL900 120/240 VAC LGR SCE 1 EA ILLUMINATED SWITCH CX-WC12XSM CAM 1 EA EMERGENCY CALL KIT CX-WEC10K2 CAM 2 EA PUSH BOTTOMS CX-WC13XFM 630

THE STRIKE IS UNLOCKED, ALLOWING ENTRY INTO WASHROOM BY PUSHING THE DOOR OR PRESSING THE WALL MOUNT PUSH BUTTON(ACTUATOR) WILL ACTIVATE THE AUTOMATIC DOOR OPERATOR.

PRESSING "PUSH TO LOCK BUTTON" IN WASHROOM WILL ENERGIZE THE ELECTRIC STRIKE TO LOCK, DEACTIVATE THE OUTSIDE ACTUATOR WHICH WILL LIGHT UP, INDICATING THAT THE WASHROOM IS OCCUPIED.

EXITING BY INSIDE LEVER AND PULLING THE DOOR OPEN OR PRESSING THE INSIDE ACTUATOR WILL UNLOCK THE STRIKE AND ACTIVATE THE AUTOMATIC DOOR OPERATOR.

AFTER EXITING, THE ELECTRIC STRIKE WILL STAY UNLOCK AND THE OUTSIDE ACTUATOR WILL BE ENERGIZE.

THE CX-WC13XSM KIT COMES WITH PUSH TO LOCK, RELAY, ILLUMINATED ACTUATORS, AND DOOR CONTACT.

THE CX-WEC10K2 KIT COMES PUSH BUTTON TO ACTIVATE, LIGHT AND SIGNAGE.

HARDWARE GROUP 002 - E302, E402, E502,: GENDER NEUTRAL WASHROOM

QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA STOREROOM LOCK L9080T 06B 626 SCH 1 EA INTERFACE BOX JB7 VON 1 EA FSIC CORE 23-030 EV29 S 626 SCH

X CONTROL KEYS 1 EA ELECTRIC STRIKE 6211 FS DS CON 12/16/24/28 VAC/VDC 630 VON 1 EA SURF/ AUTO OPERATOR 4642 LONG CS WMS 120V AC 689 LCN 2 EA PUSH BOTTONS CX-WC13XFM 630 HARDWARE GROUP 003 - D303, D304, D403, D404, D503, D504 : GENDER NEUTRAL WASHROOM STALL DOORS

QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE 5BB1 114X102MM 652 IVE 1 EA STOREROOM LOCK L9080T 06B 626 SCH 1 EA INTERFACE BOX JB7 VON 1 EA FSIC CORE 23-030 EV29 S 626 SCH

X CONTROL KEYS 1 EA ELECTRIC STRIKE 6211 FS DS CON 12/16/24/28 VAC/VDC 630 VON 1 EA KICK PLATE 8400 255MM X 40MM LDW B-CS 630 IVE 1 EA FLOOR STOP FS439 US26D IVE 1 EA ILLUMINATED SWITCH CX-WC12XSM CAM 1 EA EMERGENCY CALL KIT CX-WEC10K2 CAM 1 EA POWER SUPPLY PS902 BBK 900-8F KL900 120/240 VAC LGR SCE

DIVISION 9: FINISHES

9.1: INTERIOR STEEL STUDS AND FURRING1. ALL MATERIALS USED IN THIS CONTRACT SHALL BE OF THE HIGHEST QUALITY AS MANUFACTURED BY NATIONALLY

RECOGNIZED MANUFACTURERS AND OF THE TYPE INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS. 2. FURNISH ALL LABOUR, MATERIAL, EQUIPMENT AND SERVICES NECESSARY FOR THE SUPPLY AND INSTALLATION OF INTERIOR

STEEL STUDS AND FURRING AS INDICATED ON THE DRAWINGS, SCHEDULES AND AS SPECIFIED. 3. PROTECT WORK OF THIS SECTION AGAINST DAMAGE RESULTING FROM WORK OF OTHER SECTIONS. REPAIR AND MAKE

GOOD, TO APPROVAL, DAMAGE TO OTHER SECTIONS CAUSED BY THIS WORK. 4. CAREFULLY COORDINATE THIS SECTION OF THE WORK WITH THE WORK OF ALL OTHER TRADES ON WHICH IT IS IN ANY WAY

DEPENDENT. ENSURE THE CORRECT POSITIONING AND INSTALLATION OF OTHER WORK WITH WHICH STEEL STUD PARTITIONS HAVE TO ALIGN AND UPON WHICH THE WORK OF SUBSEQUENT TRADES IS DEPENDENT.

5. BEFORE WORK IS COMMENCED, EXAMINE ADJOINING WORK ON WHICH WORK OF THIS TRADE IS IN ANY WAY DEPENDENT AND MAKE NECESSARY ADJUSTMENTS TO ENABLE WORK TO FIT.

6. PRODUCTS:A. INTERIOR STEEL STUDS:

a. STEEL STUDS: C-SHAPED HOT DIPPED GALVANIZED STEEL STUDS CONFORMING TO CAN/CGSB-7.1-98 LIGHT STEEL FRAMING WALL COMPONENTS, AND FABRICATED FROM ZINC COATED (GALVANIZED) SHEET STEEL CONFORMING TO ASTM A653/A653M.

b. ZINC COATING FOR 25 GA. STUDYS TO BE Z120.c. ZINC COATING FOR 20 GA. STUDS TO BE Z180.d. FLANGE NOT LESS THAN 1=1/4" WIDE, EDGE TO BE BENT BACK 90 DEGREES AND DOUBLED OVER TO FORM

MINIMUM 3/16" RETURN, FIXING FACE TO BE KNURLED AND HAVE PREPUNCHED PASS THROUGH HOLES FOR SERVICES. LENGTH TO SUIT, MINIMUM OF SPLICING ALLOWED.

B. STEEL BACKING STRIPSa. STEEL STRIPS: 18GA. THICK GALVANIZED SHEET STEEL; BEHIND WALL STOPS 20 GA. GALVANIZED SHEET, 6" WIDE TO

SPAN BETWEEN TWO (W) STUDS.C. GYPSUM WALLBOARD FURRING CHANNELS

a. HAT SECTION: ROLL FORMED FROM 25GA. HOT DIPPED GALVANIZED STEEL HAVING A Z120 ZINC COATING TO ASTM 653; DIMENSIONS 2.68" WIDE BY 0.87" DEEP; FACE TO BE KNURLED.

9.2: GYPSUM BOARD ASSEMBLIES1. STANDARD BOARD: TO ASTM C36/C36M REGULAR, 12.7 AND 15.9 MM THICK AND TYPE 'X' 15.9MM THICK, 1200 MM WIDE X

MAXIMUM PRACTICAL LENGTH, ENDS SQUARE CUT, EDGES SQUARED. 2. STUD ADHESIVE: TO CAN/CGSB-71.25. 3. LAMINATING COMPOUND: AS RECOMMENDED BY MANUFACTURER,ASBESTOS-FREE. 4. CASING BEADS, CORNER BEADS, CONTROL JOINTS AND EDGE TRIM: TO ASTM C1047,ABS, 0.5 MM BASE THICKNESS,

PERFORATED FLANGES, ONE Piece. LENGTH PER LOCATION. 5. SEALANTS: IN ACCORDANCE WITH SECTION 7.2: SEALANTS. 6. ACOUSTIC SEALANT: TREMCO ACOUSTICAL SEALANT TOCAN/CGSB-19.21-M87.

9.3: PAINTING1. SUBMITTALS:

A. PROVIDE IN ACCORDANCE WITH GENERAL REQUIREMENTSB. PRODUCT DATA: PROVIDE MANUFACTURER'S INSTRUCTIONS, PRINTED PRODUCT LITERATURE AND DATA SHEETS FOR

PAINT AND PAINT PRODUCTS AND INCLUDE PRODUCT CHARACTERISTICS, PERFORMANCE CRITERIA, PHYSICAL SIZE, FINISH AND LIMITATIONS.

C. MAINTENANCE MATERIALS: a. PROVIDE AN ADDITIONAL ONE (1) 4-LITRE CAN OF EACH TYPE AND COLOUR OF FINISH COATING, IDENTIFY

COLOUR AND PAINT TYPE IN RELATION TO ESTABLISHED COLOUR SCHEDULE AND FINISH SYSTEM. b. INCLUDE MAINTENANCE MATERIALS IN FULL SCHEDULE OF MAINTENANCE MATERIALS PROVIDED.

D. STANDARD OF ACCEPTANCE:a. WALLS: NO DEFECTS VISIBLE FROM A DISTANCE OF 1000MM AT 90 DEGREES TO THE SURFACE b. SOFFITS: NO DEFECTS VISIBLE FROM FLOOR AT 45 DEGREES TO SURFACE WHEN VIEWED USING FINAL LIGHTING

SOURCE c. FINAL COAT TO EXHIBIT UNIFORMITY OF COLOUR AND UNIFORMITY OF SHEEN ACROSS FULL SURFACE AREA .

E. SITE CONDITIONSa. VENTILATE ENCLOSED SPACES IN ACCORDANCE WITH HEALTH AND SAFETY STANDARDS b. PERFORM NO PAINTING OR DECORATING WORK WHEN THE RELATIVE HUMIDITY IS ABOVE 85% OR WHEN THE DEW

POINT IS LESS THAN 5' f (3' c) VARIANCE BETWEEN THE AIR/SURFACE TEMPERATURE c. PERFORM NO PAINTING OR DECORATING WORK WHEN THE MAXIMUM MOISTURE CONTENT OF THE SUBSTRATE

EXCEEDS 15% FOR WOOD.F. MATERIALS

a. ALL MATERIALS USED SHALL BE LEAD AND MERCURY FREE AND SHALL HAVE LOW voe CONTENT WHERE POSSIBLE. b. WHERE REQUIRED, PAINTS AND COATINGS SHALL MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS

DESIGNATED BY LOCAL CODE REQUIREMENTS AND/OR AUTHORITIES HAVING JURISDICTION G. COLOURS AND FINISH

a. COLORS SHALL BE AS SELECTED BY THE CONSULTANT FROM A MANUFACTURER'S FULL RANGE OF COLORS. b. FOR DEEP AND ULTRA-DEEP COLOURS 4 COATS MAY BE REQUIRED c. INTERIOR COLORS WILL BE BASED ON ONE (1) BASE COLORS AND ONE (1) COLOR FOR DOORS AND FRAMES. NO

MORE THAN TWO (2) COLORS WILL BE SELECTED FOR THE ENTIRE PROJECT .NOTE THAT THIS DOES NOT INCLUDE PRE-FINISHED ITEMS BY OTHERS, E.G. FIBERGLASS WINDOWS, ALUMINUM DOORS AND HANDRAILS, ETC .

d. INTERIOR COLORS AND/OR PATTERNS SHALL BE CONSISTENT THROUGHOUT .e. UNLESS OTHERWISE NOTED OR SCHEDULED, WALLS SHALL BE PAINTED THE SAME COLOR WITHIN A GIVEN AREA. f. CEILINGS SHALL BE PAINTED BASE COLOUR WHITE.g. DESIGNATED ROOMS / SPACES SHALL BE PAINTED USING MORE THAN ONE COLOR IN ACCORDANCE WITH FINISH

SCHEDULE REQUIREMENTS WITH A MINIMUM OF TWO (2) COLORS REQUIRED. H. INTERIOR FINISH/COATING SYSTEM

a. WOOD DOORS AND CASEWORK; • INT 6.4J POLYURETHANE VARNISH G3 GLOSS LEVEL FINISH.

b. GYPSUM BOARD; (GYPSUM WALLBOARD, DRYWALL, "SHEET ROCK TYPE MATERIAL", ETC., AND TEXTURED FINISHES) • INT 9.2B HIGH PERFORMANCE ARCHITECTURAL LATEX G4 GLOSS LEVEL- SATIN FINISH.• INT 9.2J WATER BASED FIRE RETARDANT COATING (UUULC RATED)

c. DRESSED LUMBER (CASING, MOLDING, PANELS)• NT 6.3T LATEX G4 GLOSS LEVEL FINISH (OVER LATEX PRIMER.

d. MECHANICAL/ELECTRICAL EQUIPMENT AND RELATED SURFACES• UNLESS OTHERWISE SPECIFIED OR NOTED, PAINT ALL "UNFINISHED" CONDUITS, PIPING, HANGERS, DUCTWORK

AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT WITH COLOR AND TEXTURE TO MATCH ADJACENT SURFACES, IN THE FOLLOWING AREAS: 1. WHERE EXPOSED TO VIEW IN ALL INTERIOR AREAS. 2. IN ALL BOILER ROOM, MECHANICAL AND ELECTRICAL ROOMS 3. IN ALL INTERIOR HIGH HUMIDITY INTERIOR AREAS.

• IN UNFINISHED AREAS LEAVE EXPOSED CONDUITS, PIPING, HANGERS, DUCTWORK AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT IN ORIGINAL FINISH AND TOUCH UP SCRATCHES AND MARKS.

• TOUCH UP SCRATCHES AND MARKS ON FACTORY PAINTED FINISHES AND EQUIPMENT WITH PAINT AS SUPPLIED BY MANUFACTURER OF EQUIPMENT.

• DO NOT PAINT OVER NAMEPLATES.• PAINT THE INSIDE OF ALL DUCTWORK WHERE VISIBLE BEHIND LOUVERS, GRILLES AND DIFFUSERS FOR A

MINIMUM OF 460 MM (18") OR BEYOND SIGHT LINE, WHICHEVER IS GREATER, WITH PRIMER AND ONE COAT OF MATT BLACK (NONREFLECTING) PAINT.

• BACK PRIME AND PAINT FACE AND EDGES OF PLYWOOD SERVICE PANELS FOR TELEPHONE AND ELECTRICAL EQUIPMENT BEFORE INSTALLATION TO MATCH ADJACENT WALL SURFACE. LEAVE EQUIPMENT IN ORIGINAL FINISH EXCEPT FOR TOUCH-UP AS REQUIRED, AND PAINT CONDUITS, MOUNTING ACCESSORIES AND OTHER UNFINISHED ITEMS.

9.4: FINISH FLOOR1. SLIP-RESISTANT RESILIENT SHEET FLOORING

A. FLOORING:a. WEAR LAYER/OVERALL THICKNESS: 2.5 MM (0.10 INCHES), WITH NON-DIRECTIONAL PATTERN AND SLIP RETARDANT

PARTICULATE SUSPENDED EVENLY THROUGHOUT THE PRODUCT THICKNESS.b. ROLL DIMENSIONS: ROLL WIDTH 6’7” (2 M) ROLL LENGTH 65’5” (20M)c. BACKING: NON-WOVEN POLYESTER/CELLULOSE, GLASS FIBER REINFORCEMENT.d. PERFORMANCE CHARACTERISTICS:

a. SLIP RESISTANCE: ADA COMPLIANT, ASTM D 2047 JAMES MACHINE, SCOF DRY .9 / WET 1.0 DIN 51130 RAMP TEST - R 11

b. STATIC LOAD LIMIT: ASTM F 970, STANDARD TEST METHOD FOR STATIC LOAD LIMIT, MODIFIED – 1000 PSI.c. FIRE PERFORMANCE: ASTM E 648, STANDARD TEST METHOD FOR CRITICAL RADIANT FLUX OF 0.45 WATTS/CM2

OR GREATER, CLASS I, ASTM E662 SMOKE DEVELOPMENT.e. SUBMIT SAMPLE OF FLOORING PRODUCT TO CONSULTANT FOR APPROVAL. f. ACCEPTABLE PRODUCTS:

a. ALTRO AQUARIUSb. REFER TO FINISH SCHEDULE AND LEGEND FOR SELECTION

B. ACCESSORIES:a. VINYL WELDING ROD

a. ACCEPTABLE MATERIAL: ALTRO WELD RODb. COVER FORMER

a. ACCEPTABLE MATERIAL: ALTRO COVE FORMER (38R - 45MM (1.75" RADIUS)c. SUBFLOOR FILLER AND LEVELER: USE ONLY GRAY PORTLAND CEMENT-BASED “MOISTURE TOLERANT”

UNDERLAYMENT, AND PATCHING COMPOUNDS. USE FOR FILLING CRACKS, HOLES, OR LEVELING. C. INSTALLATION:

a. CONTRACTOR TO PROVIDE AND INSTALL 6MM OR 9MM PLYWOOD SUBFLOOR, AFTER DEMOLITION OF EXISTING FLOOR FINISH, COMPLETE WITH LEVELING, PRIOR TO INSTALLATION OF FINISH FLOORING.

b. PROVIDE TRANSITION STRIPS AT ALL CHANGES IN FLOORING TYPES. c. PROVIDE ALL ADHESIVE RECOMMENDED BY FLOORING MANUFACTURER AND INSTALL IN ACCORDANCE WITH

MANUFACTURERS DIRECTIONS. d. FOLLOW MANUFACTURERS INSTRUCTIONS FOR STORAGE, AND INSTALLATION, INCLUDING ENVIRONMENTAL

PREPARATION.

9.5: EXTRUDED SEMI RIGID PVCu PANEL 1. GENERAL: 100% PURE VINYL, EXTRUDED, SEMI-RIGID PVCu SHEET. 2. THICKNESS: 2.5mm (0.10"); PANEL WIDTH: 1.22m (4'); PANEL HEIGHT 2.5mm (8'2"); WEIGHT 10.7KG (24LBS)3. ACCEPTABLE PRODUCTS: ALTRO WHITEROCK. REFER TO FINISH SCHEDULE FOR COLOUR. 2. ACCESSORIES:

A. VINYL WELDING RODa. ACCEPTABLE MATERIAL: ALTRO WELD RODB. 1-PART START AND EDGE TRIMC. POLYURETHANE ADHESIVES AS RECOMMENDED BY MANUFACTURERD. CAULKING AND SANITARY SEALANT COMPOUND AND TOOLS

3. INSTALLATION:A. PROVIDE ALL ADHESIVE AND SEALANTS RECOMMENDED BY MANUFACTURER AND INSTALL IN ACCORDANCE WITH

MANUFACTURERS DIRECTIONS.

DIVISION 10: MISCELLANEOUS ACCESSORIES

10.1 TOILET AND BATH ACCESSORIES1. GENERAL: MANUFACTURER'S MODEL NUMBERS AND BRAND NAMES HAVE BEEN GIVEN TO INDICATE A STANDARD OF

QUALITY ONLY. OTHER MANUFACTURERS HAVING EQUAL OR ALTERNATIVE TYPE PRODUCTS OF THE STANDARDS NAMED ARE INVITED TO SUBMIT TO THE CONSULTANT THEIR REQUEST FOR APPROVAL AS EQUAL OR ALTERNATIVE.

2. TOILET AND BATH ACCESSORIES:A. NAPKIN DISPOSAL: BOBRICK B-270 B. MIRRORS: .

a. PROVIDE ONE (1) TILTED MIRROR BOBRICK B-293 1630, ONE AT EACH GENDER NEUTRAL WASHROOM WASH BASINb. PROVIDE ONE (1) FLAT MIRROR, 914.4mm x 1828mm, ONE AT EACH UNIVERSAL WASHROOM WASH BASIN

a. FRAME: STAINLESS STEEL, SATIN FINISHb. MIRROR: 1/4" (6MM) GLASS MIRROR

C. HC GRAB BARS: STAINLESS STEEL, SATIN FINISH WIT KNURLED GRIP AREA 38 MM (1 ½") DIA., CONCEALED FASTENERS WITH COVER PLATE, 120" X48" AND STRAIGHT BARS TO BCBC STANDARDS.

D. GRAB BARS; TWO GRAB BARS FOR EACH WASHROOM.a. PROVIDE ONE (1) 610MM GRAB BAR, MOUNTED HORIZONTALLY BEHIND WATER CLOSET b. PROVIDE ONE (1) L-SHAPE 915MM LONG GRAB BAR

E. GRAB BARS; ONE IN EACH SINGLE OCCUPANCY UNIVERSAL WASHROOM.a. PROVIDE ONE (1) 735mm SWING UP GRAB BARb. PROVIDE ONE (1) 1200mm GRAB BAR

F. SURFACE MOUNTED CONVERTIBLE PAPER TOWEL DISPENSER/WASTE RECEPTACLE WITH LINERMATE: BOBRICK B-3949G. HAT AND COAT HOOK: BOBRICK B-6827H. ACCESSIBLE BENCH:

a. DIMENSIONS: 760mm X 1830mmb. HEIGHT: BETWEEN 480 AND 520mm FROM FLOORc. SUPPORT 250KG MIN.

I. FOLD DOWN BABY CHANGING TABLE: KB300-SS HORIZONTAL SURFACE-MOUNTED WITH STAINLESS STEEL VENEER BY KOALA KARE.a. REINFORCED STEEL-ON-STEEL HINGE MECHANISM AND PLATED OR POWDER COATED STEEL MOUNTING CHASSIS

WITH MOUNTING HARDWARE INCLUDED. b. ACCESSORIES: EXTERNAL BAG HOOK, SAFETY STRAP AND DUAL CAVITY LINER DISPENSER.

J. HAND DRYER: HU02 DYSON AIRBLADE V HAND DRYERS BY DYSON CANADA LTD. K. RESTROOM SIGNAGE:

a. PROVIDE ONE(1) RESTROOM - OPTIMA ADA RESTROOM SIGN STYLE NO. L12651-BLK WITH GRADE II BRAILLE, UNIVERSAL ACCESS SYBOL AND UNISEX GRAPHICS. • LOCATION: OUTSIDE THE SINGLE OCCUPANCY UNIVERSAL W/C AS IDENTIFIED ON THE DRAWINGS.

b. PROVIDE ONE(1) RESTROOM - OPTIMA ADA RESTROOM SIGN STYLE NO. 7485B WITH GRADE II BRAILLE AND UNISEX GRAPHICS. • LOCATION: OUTSIDE THE GENDERED NEUTRAL WASHROOM AS IDENTIFIED ON THE DRAWINGS

L. URINAL SCREEN: HADRIAN WALL MOUNTED SCREEN. 25MM THICK,610MM X 1219MM, MOUNTED 305MM FROM THE GROUND USING HEAVY DUTY ALUMINUM BACKERS.

FEMALE WC

MALE WC

4390

3460

4390

1540 2645 205

3840

2100

1520

220

3140

1900

1390 760 1977

650

1197

1847

DEMOLISH EXISTING CERAMIC TILE FLOORING

DEMOLISH EXISTING CERAMIC TILE FLOORING

EXISTING WALLS TO REMAIN

DEMOLISH EXISTING WALLS

DEMOLISH EXISTING PARTITIONS, FIXTURES, DOORS, COUNTERS

FIRE RATED PARTITION. CONFIRM ON SITE AS-BUILT FRR AND MATCH PROTECTION WHERE REQUIRED

NOT IN SCOPE

1. BUILDING DESIGN IS BASED ON PRE 1990 EDITION OF THE NATIONAL BUILDING CODE OF CANADA. ANY RENOVATED WORK IS INTENDED TO ADDRESS BEST PRACTICE AND THE 2015 EDITION OF THE NATIONAL BUILDING CODE OF CANADA, AS ADOPTED IN NORTHWEST TERRITORIES

2. ALL NEW CONSTRUCTION MUST MEET OR EXCEED THE REQUIREMENTS OF THE 2015 EDITION OF THE NATIONAL BUILDING CODE OF CANADA.3. THE LAWS AND CODES OF THE PLACE OF BUILDING, SHALL GOVERN THE CONSTRUCTION OF THIS PROJECT. WORK TO BE DONE

NOTWITHSTANDING ALL APPLICABLE AND TERRITORIAL BUILDING CODES.4. USE OF THESE DRAWINGS IS FOR THE PURPOSES SPECIFICALLY NOTED ON THE DRAWINGS.5. CONTRACTOR TO INSPECT SITE PRIOR TO COMMENCEMENT OF WORK, TO FAMILIARIZE THEMSELVES WITH EXTENT & SCOPE OF WORK.

NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR INCONGRUENCE BETWEEN THE DRAWING AND ACTUAL SITE CONDITIONS.6. CONTRACTOR SHALL REVIEW ALL AVAILABLE INFORMATION FOR TENDER AND WHERE CONFLICT OCCURS BETWEEN ITEMS, INCLUDE THE

MORE CONSERVATIVE, UNLESS OTHERWISE ISSUED BY WRITTEN ADDENDA.7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK & VERIFY ALL DIMENSIONS, AND REPORT ANY ERRORS OR OMISSIONS TO THE CONSULTANT

(STANTEC ARCHITECTURE LTD.) PRIOR TO PROCEEDING.8. THE INTENT OF THE DRAWINGS ARE GUIDELINES, AND ANY OMISSION IN THE DESCRIPTION OF WORKMANSHIP DO NOT RELIEVE THE

CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN A WORKMANLIKE MANNER. ALL WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES. REQUIREMENTS WHETHER GENERAL OR SPECIFIC SHALL BE INTERPRETED IN CONJUNCTION WITH ALL OTHER INFORMATION APPEARING IN THE DRAWINGS.

9. ARCHITECTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS.10. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES (GBP LATEST EDITION). CONTRACTOR TO CAREFULLY

INSPECT THE SITE OF WORK AND BE FULLY INFORMED OF CONDITIONS AND LIMITATIONS.11. CONFIRM ALL ELEVATIONS ON SITE. REPORT ANY VARIANCES TO THE DESIGN TEAM PRIOR TO PROCEEDING.12. SHOP DRAWINGS SHALL BE COMPLETE AT TIME OF SUBMISSION, AND SHALL BEAR THE SEAL AND SIGNATURE OF BOTH THE GENERAL

CONTRACTOR AND THE REGISTERED PROFESSIONAL (REGISTERED IN NORTHWEST TERRITORIES) RESPONSIBLE FOR THE WORK. DRAWINGS NOT SIGNED AND SEALED WILL BE RETURNED WITHOUT REVIEW. SHOP DRAWINGS TO BE SUBMITTED WITH A MINIMUM OF SEVEN (7) WORKING DAYS FOR REVIEW.

13. THE CONTRACTOR ALONE IS RESPONSIBLE FOR SAFETY WITHIN THE CONFINES OF THE WORK SITE. PROPER AND SAFE METHODS OF CONSTRUCTION SHALL BE USED AT ALL TIMES.

14. IN ACCORDANCE WITH STANDARDS OF GOOD BUILDING PRACTICES, THE CONTRACTOR SHALL PROVIDE AND IS RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, SEQUENCES, LABOUR, MATERIALS, SAFETY PRECAUTIONS AND EQUIPMENT FOR THE EXECUTION AND QUALITY OF THE WORK AS INDICATED IN THE DRAWINGS.

15. CONTRACTOR TO VERIFY LOCATION OF SANITARY, WATER, GAS LINES, ELECTRICAL LINES AND ANY OTHER SERVICE LINES ABOVE OR BELOW GRADE AFFECTING THE WORK ON SITE WITH AUTHORITY HAVING JURISDICTION PRIOR TO COMMENCING CONSTRUCTION.

16. CONTRACTOR TO REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL FOR LOCATION OF OPENINGS, EQUIPMENT BASES, SUMP PITS, AND TRENCHES, ETC. IF ANY DISCIPLINE SPECIFICATIONS OR DRAWINGS CONFLICT WITH ANY OTHER DISCIPLINE SPECIFICATIONS OR DRAWINGS, THE MORE STRINGENT SHALL GOVERN.

17. WALLS NOT LOCATED BY DIMENSIONS ARE ASSUMED TO BE CENTERED ON GRID LINES. ALL DIMENSIONS ARE FROM FACE OF WALL FINISH.18. CONTRACTOR TO PROVIDE ALL FRAMING/BLOCKING, GIRDERS, HANGERS, SUPPORTS, HARDWARE, BRACING AS REQUIRED TO ENSURE

PROPER SECUREMENT OF ALL MATERIALS, EQUIPMENT, ACCESSORIES, ETC. PROVIDE BACKING FOR ITEMS. PROVIDE BLOCKING IN STUD PARTITIONS BEHIND ALL WALL-MOUNTED ITEMS. ALSO REFER TO MECHANICAL AND ELECTRICAL SERIES DRAWINGS.

19. ALL ELEVATIONS TO BE CONTRACTOR VERIFIED. CONTRACTOR TO COORDINATE LOCATIONS OF ALL MECH. & ELEC. EQUIPMENT PRIOR TO ROUGH-IN AND INSTALLATION.

20. DOOR SIZES ARE NOMINAL. CONTRACTOR TO CONSULT SUPPLIER FOR EXACT SIZES AND ROUGH OPENINGS.21. INSTALL ALL DOORS AND FRAMES WITH A CLEAR DIMENSION OF 100 MM IN STUD WALLS BETWEEN THE FRAME AND THE NEAREST

ADJACENT WALL.22. REFER TO MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF DRAINS, STANDPIPES, INTAKE & EXHAUST LOUVERS, GRILLES, SMOKE

& FIRE DAMPERS & ALL RELATED MECHANICAL AND ELECTRICAL EQUIPMENT.23. WHERE MECHANICAL DUCTS AND ELECTRICAL CONDUIT PENETRATE FIRE SEPARATIONS OR WALLS WHICH ARE CONSTRUCTED TO U/S

OF STRUCTURE, PROVIDE FIRESTOPPING AND SMOKE SEALS AT PENETRATIONS TO MAINTAIN FRR NOTED ON PARTITION TYPES SCHEDULE. PROVIDE SOUND SEALS TO MEET STC RATINGS NOTED ON PARTITION TYPES SCHEDULE.

24. WHEN INSTALLING PLUMBING, INSTALL GASKETS AT ALL SUPPORT CONNECTIONS. PIPES MUST NOT COME INTO DIRECT CONTACT WITH STUDS, SUSPENSION SYSTEMS, OR FLOORS.

25. PROVIDE CONTINUOUS ROD AND SEALANT AT ALL JUNCTIONS OF DISSIMILAR MATERIALS, CONTROL JOINTS AND OTHER LOCATIONS INDICATED.26. IN THE EVENT OF CONFLICT, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL CONSTRUCTION NOTES.27. MAINTAIN SAFE ACCESS TO ALL REQUIRED EXITS AT ALL TIMES.28. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED MEASUREMENTS.

EXISTING GYPSUM CEILING TO BE REMOVED

REFER TO MECHANICAL AND ELECTRICAL

FOR DEVICES TO BE DEMOLISHED

EXISTING GYPSUM CEILING TO BE REMOVED

REFER TO MECHANICAL AND ELECTRICALFOR DEVICES TO BE DEMOLISHED

4390

3840

3460

4390

EXISTING ACCESS HATCH. TO BE

REMOVED AND REINSTALLED


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Consultant

Notes


1

A

2 3 4 5

B

C

D

4/27

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0 PM

A

As indicated



DEMOLITION PLANS- 3,4,&5TH, ANDGENERAL NOTES

144903195

A-100

WSCC




N

1 : 50A-1001

TYP. DEMOLITION PLAN3, 4 & 5TH FLOOR

LEGEND:

GENERAL NOTES

1. DEMOLISH EXISTING WALL TILE IN ALL WASHROOMS (APPROX. 1200MM HIGH AROUND PERIMETER) 2. REMOVE ALL EXISTING WASHROOM ACCESSORIES. SOAP DISPENSERS AND TOILET PAPER DISPENSERS

ARE TO BE REMOVED AND STORED FOR REINSTALLATION. 3. DEMOLISH EXISTING CERAMIC TILE FLOORING IN ALL WASHROOMS

DEMOLITION NOTES

SCOPE OF WORK

1 : 50A-1002

TYP. DEMOLITION REFLECTED CEILINGPLAN 3, 4 & 5TH FLOOR

GWB 8' - 0"

GWB 8' - 0"

GWB 8' - 0" GWB 8' - 0"

NEW CEILING

NEW WALL MOUNTED LIGHTING FIXTURES

NEW WALL MOUNTED LIGHTING FIXTURES

WALL LIGHTING FIXTURES

SPRINKLER HEADS

NEW CEILING

NEW CEILING MOUNTED LIGHT FIXTURE

CEILING MOUNTED LIGHT FIXTURE

EXHAUST GRILLES

SPRINKLER HEADS

SPRINKLER HEADS

EXHAUST GRILLES

NEW ACCESS HATCHES

LOCATIONS TO BE CONFIRMED

ON SITE

WALL LIGHTING FIXTURES

RVF

RVF

VWB

VWB

VWBVWB

VWB

VWB

NEW FLOOR DRAIN, REFER TO MECHANICAL

NEW FLOOR DRAIN, REFER TO MECHANICAL


DEMOLISH EXISTING WALLS

DEMOLISH EXISTING PARTITIONS, FIXTURES, DOORS, COUNTERS

FIRE RATED PARTITION. CONFIRM ON SITE AS-BUILT FRR AND MATCH PROTECTION WHERE REQUIRED

NOT IN SCOPE

IW1: STC RATING 45HEIGHT: U/S OF STRUCTURAL DECK12.7MM THK. MOISTURE AND MOLD RESISTANT GWB92MM 20ga. METAL STUDS @600 O.C89MM ROXUL MINERAL FIBRE CAVITY ROCK13MM RESILIENT CHANNEL15.9MM THK. MOISTURE AND MOLD RESISTANT GWB

IW1

GENDER NEUTRAL WC502

SINGLE OCCUPANCYUNIVERSAL WC

501 3620

INSTALL PUSH-BUTTON TO COORDINATE WITH

EXISTING CARD ACCESS

3460

4390

3000

2100

1520

1540 2645 205680 1487 478

1900

840

600

1390 200

420 641

750

750

1409

1640

1820

1094756

762

724

1516 127 1357

IW1

D504

IW1



LOCATION OF AUDIBLE/VISUAL

EMERGENCY SIGNAL FOR PUSH BUTTON. SEE

ELECTRICAL



ELECTRICAL

D50

3

E502

IW1

E501

D40

3

IW1

IW1

D404

IW1E402

E401


401


3620

3460

4390

3000

2100

1520

1540 2645 205

1900

1390 200 560 1980 260

1640

1820







ELECTRICAL



ELECTRICAL

1513 1357130

750

750

678 1487 480

840

600

64441776

272

9

1407

D30

3

IW1

IW1

D304

IW1


301


E302

E301

3620

3460

4390

3000

2100

1520

1540 2645 205

1900

1388 203 559 1980 260

1640

1820

1516 127 1357







ELECTRICAL



ELECTRICAL

750

750

762

725

637420

841

600

682 1487 476

1407


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1

A

2 3 4 5

B

C

D

4/27

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2 2:

11:3

0 PM

A

As indicated



TYPICAL RENOVATION PLAN, TYPICALREFLECTED CEILING PLAN ANDTYPICAL FLOOR SEAMING PLAN

144903195

A-101

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1 : 50A-1014

TYP. NEW REFLECTED CEILING PLAN3, 4 & 5TH FLOOR

1 : 50A-1015

TYP. NEW FLOOR SEAMING PLAN3, 4 & 5TH FLOOR

KEYNOTE LEGENDTAG DESCRIPTION

AB ACCESSIBLE BENCHAU ACCESSIBLE URINAL- LOW FLOW ADA COMPLIANT/AUTO FLUSHCH COAT HOOKEHB EMERGENCY HELP BUTTONFND FEMININE NAPKIN DISPOSALFGB FLIP GRAB BARFBCT FOLDING BABY CHANGING TABLEHD HAND DRYER

HGB1 HORIZONTAL GRAB BAR - 600mmHGB2 HORIZONTAL GRAB BAR - 1200mmLGB L-SHAPED GRAB BARLAV LAVATORY WITH AUTOMATIC FAUCETFM MIRROR - FLATIM MIRROR - INCLINEDPP PRIVACY PANEL

RVF RESILIENT VINYL SHEET FLOORINGPTDWD SURFACE MOUNTED PAPER TOWEL DISPENSER AND WASTE DISPOSAL

TPH TOILET PAPER HOLDER - EXISTING RE-INSTALLEDVGB VERTICAL GRAB BARVWB VINYL WALL BASEWHU WALL HUNG URINALPVCu WALL PROTECTION PANELWC WATER CLOSET-ADA COMPLIANT

LEGEND:

NEW WALL ASSEMBLY

1 : 50A-1011 RENOVATION PLAN - FIFTH FLOOR

N

1 : 50A-1012 RENOVATION - FOURTH FLOOR

1 : 50A-1013 RENOVATION - THIRD FLOOR

FM

SD*

LAV

PTDSD

VWB

AB

FBCT

480

800

860

1200

HGB2

PVCu

PVCu PT-1

RVFPT-1

1000

EQEQ

1200

EQEQEQEQ GWB 8' - 0"

SD*

LAV

AU

VGB

URINAL SCREEN PANEL

VWB

1100

860

FBCT

AB

660

90012

1930

5480


780

PVCu

PVCu

PT-1

RVF

PP

A-6001

E501

HGB1

WC

TPH

LGBVGB

VGBAU

VWB

900

300

850

900

850

600

FBCT

1219

305

2440

FGB

PP

660 85

0

HD

GWB 8' - 0"

CH

1200

PVCuPVCu

RVF

PT-1

PT-1

680 1450 515

LGB

TPH

WC

PTDSD

LAV

FM

VWB

1100

850

600

900

1000

610

86022

819

0

600

1100

FNDEHBHGB1

780

150

HD

GWB 8' - 0"

PVCuPVCu

1200

RVF

PT-1PT-1

1994

A-200

2

4

53


501

840

600

180

702

1220

300

750

750

PTDSD

LAV

FM

TPH

WC

LGB

AU

HGB1VGB

SD*

610

AB

FBCT

EQ EQ

571

327

HGB2

1081 406

FGB

870

HD

375 1800

600 600

760

1232

230

FND

EHBPP

478

E501


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File Name: N/A

Consultant

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1

A

2 3 4 5

B

C

D

4/27

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2 2:

11:3

8 PM

A

1 : 25



SINGLE OCCUPANCY UNIVERSALW/C INTERIOR ELEVATIONS

144903195

A-200

WSCC



1 : 25A-2002 SOUTH ELEVATION

1 : 25A-2003 WEST ELEVATION

1 : 25A-2004 NORTH ELEVATION

1 : 25A-2005 EAST ELEVATION







1 : 25A-2001



VWB VWB

GWB 8' - 0"

PVCu

1200

PVCu

RVF

PT-1PT-1PT-1

GWB 8' - 0"

VWB

PT-1

RVF

PVCu

E502

GWB 8' - 0"

PVCu

1200

D503

VWB

EXISTING DOOR, NOT IN SCOPE

RVF

PT-1

PT-3

D504

VGB

GWB 8' - 0"

PVCuPVCu

1200

RVF

PT-1

PTDSD

VWB

GWB 8' - 0"

PVCu

1200

RVF

PT-1

CH

D504

VWBVWB

GWB 8' - 0"

1200

EHB

PVCuPVCu

1200

PT-1

RVF

WC

GWB 8' - 0"

IM

SD*

VWB

PVCu

1200

PT-1

RVF

1944

WC

865 VGB

SD*

IM

LAV

PTDWD

FND TPH

600

780

1100

1000

PVCu PVCu

1200

PT-1PT-1

RVF

415

415

GWB 8' - 0"

1200

RVF VWB

PVCu

D503

PT-1

CH

GWB 8' - 0"

VWB

IMSD*

PVCu

1200

RVF

PT-1

1944

GWB 8' - 0"

TPH

WC

VWB

600

760

FND EHB

PVCu

1200

PT-1

RVF

1100

PTDWD

IM

LAV

WC

TPH

VWB

GWB 8' - 0"

548

1100

1000

SD*PVCu

1200

PT-1

RVF

456

456

A-201

5

3

4 2

A-201

9

7

8 6

A-201

13

10

11 12


420 641

335

320

514

WCWC

PTDWD

SD*

IM

762

724

IW1

D504

LAV

LAV

TPHTPH

FNDEHBFND

EHB

SD*IM

136

162

319

582

PTDWD

456

D50

3

IW1

E502


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PRELIMINARYNOT FOR



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File Name: N/A

Consultant

Notes


1

A

2 3 4 5

B

C

D

4/27

/202

2 2:

11:4

8 PM

A

1 : 25



GENDER NEUTRAL WC INTERIORELEVATIONS

144903195

A-201

WSCC




1 : 25A-2015 SOUTH ELEV

1 : 25A-2014 WEST ELEV

1 : 25A-2013 NORTH ELEV

1 : 25A-2012 EAST ELEV

1 : 25A-2019 STALL 2 - SOUTH

1 : 25A-2018 STALL 2 - WEST

1 : 25A-2017 STALL 2 - NORTH

1 : 25A-2016 STALL 2 - EAST

1 : 25A-20113 STALL 1 - SOUTH

1 : 25A-20112 STALL 1 - EAST

1 : 25A-20111 STALL 1 - WEST

1 : 25A-20110 STALL 1 - NORTH

1 : 25A-2011 GENDER NEUTRAL WC KEY PLAN






15.9MM THK.MOISTURE AND MOLD RESISTANT GWB

15.9MM THK.MOISTURE AND MOLD RESISTANT GWB

2-92MM THK. METAL STUD

51MM THK. SOLID CORE DOOR

STEEL FRAME

WALL MUST BE INSERTED INTO FRAME. FACE MOUNTING NOT ACCEPTED.

13FASTEN ANCHOR TO WALL FRAMING

SPRAY FOAM INSULATION

102

VWB

38X38 WOOD FRAMINGS

16MM THK.BIRCHWOOD

PLYWOOD CLEARCOAT

FINISH

38X100 SOLID WOOD PANEL

CLEARCOAT FINISH

38X38 WOOD FRAMINGS

12.7MM SOLID SURFACE COUNTER, SS-1, 19MM ON PLYWOOD

860

MA

X.

600

200 230

685

105.79°

BARRIER FREE KNEE CLEARANCE

MIRROR

WALL PROTECTION PANEL PVCu, THICKNESS 2.5MM ,REFER TO FINISH SCHEDULE

SEAL TO WALL PROTECTION PANEL

PROVIDE BLOCKING AND STEEL BACKING STRIPS AS REQUIRED

444

38

WALL ASSEMBLY

TYP. WALL PROTECTION PANEL TRANSITIONS

WALL PROTECTION PANEL PVCu, THICKNESS 2.5MM ,REFER TO FINISH SCHEDULE

1 PART START AND EDGE TRIM

EXISTING GWB BEHIND

INTEGRATED COVE BASE

SANITARY SEALANT

HEAT WELD SEAM10

2

BARRIER-FREE DOOR OPERATION:1. ELECTRICAL CONTRACTOR TO PROVIDE DOOR OPERATOR POWER CONNECTIONS, ALL REQUIRED WIRING AND DEVICE

INTERCONNECTIONS TO FORM A COMPLETE AND OPERATIONAL BARRIER-FREE DOOR OPERATOR SYSTEM.2. CONTRACTOR TO ENSURE INTEGRATION OF BARRIER-FREE DOOR OPERATION WITH ACCESS CONTROL SYSTEM SUCH

THAT THE DOOR OPERATOR WILL NOT ENERGIZE WHEN THE ACCESS CONTROL SYSTEM IS IN THE LOCKED POSITION.3. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF SYSTEM WITH ARCHITECTURAL DOOR HARDWARE

SPECIFICATIONS AND ELECTRICAL CONTRACTOR.

ARCHITECTURE / ELECTRICAL COORDINATIONDOOR MATERIAL

S SOLID CORE

FRAME MATERIALHM HOLLOW METALWD WOOD

FINISHLVAR VARNISHPT PAINT

DOOR & GLAZING SCHEDULE LEGENDACCESS CONTROLS:1. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF SYSTEM WITH ARCHITECTURAL DOOR HARDWARE

SPECIFICATIONS AND ELECTRICAL CONTRACTOR.

50SEE SCHDL

VARIES 50

VARI

ES S

EE S

CHED

ULE

50

HM1

DOOR FRAME TYPEHOLLOW METAL FRAMES

SINGLE SWING

SSOLID

VARIES

VARI

ES S

EE S

CHED

ULE

DOOR PANEL TYPENOTES:1. REFER TO DOOR SCHEDULES FOR DOOR

HEIGHTS AND WIDTHS2. WHERE GLAZING IS NOTED (GL.) REFER TO

DOOR SCHEDULE FOR GLAZING TYPE


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1

A

2 3 4 5

B

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D

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/202

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6 PM

A

As indicated



SCHEDULES AND DETAILS

144903195

A-600

WSCC




1 : 5A-6003 DOOR FRAME DETAIL

1 : 10A-6001 VANITY TOP DETAIL

ROOM FINISH SCHEDULE - ATB

ROOMNO. ROOM NAME

BASE FLOOR NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING

COMMENTS/REMARKSBase Type Base Finish Floor Type Floor FinishNorth Wall

TypeNorth Wall

FinishSouth Wall

TypeSouth Wall

FinishEast Wall

TypeEast Wall

FinishWest Wall

TypeWest Wall

Finish Ceiling TypeCeilingFinish

301 SINGLE OCCUPANCY UNIVERSAL WC VINYL VWB-1 EXISTING RVF-1 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu2 GWB PT-2 PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES. PATCH AND PAINT WALLS TO MAKE GOOD WITH EXISTING.302 GENDER NEUTRAL WC VINYL VWB-1 EXISTING RVF-1 GWB/PVCu PT-3/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB PT-2 PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES. PATCH AND PAINT WALLS TO MAKE GOOD WITH EXISTING.

401 SINGLE OCCUPANCY UNIVERSAL WC VINYL VWB-1 EXISTING RVF-1 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu2 GWB PT-2 PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES. PATCH AND PAINT WALLS TO MAKE GOOD WITH EXISTING.402 GENDER NEUTRAL WC VINLY VWB-1 EXISTING RVF-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB PT-2 PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES. PATCH AND PAINT WALLS TO MAKE GOOD WITH EXISTING.

501 SINGLE OCCUPANCY UNIVERSAL WC VINYL VWB-1 EXISTING RVF-1 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu-2 GWB/PVCu PT-1/PVCu2 GWB PT-2 PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES. PATCH AND PAINT WALLS TO MAKE GOOD WITH EXISTING.502 GENDER NEUTRAL WC VINYL VWB-1 EXISTING RVF-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB/PVCu PT-1/PVCu-1 GWB PT-2 PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES. PATCH AND PAINT WALLS TO MAKE GOOD WITH EXISTING.

DOOR SCHEDULE

No.

Door Frame Opening

CommentsClear Dim.

Thickness Type Material Finish HDWR Set Type Mat'l Finish Fire LabelWidth HeightTHIRD FLOOR

D303 762 2134 51 S WD VAR 003 HM1 STEEL PT - TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.D304 762 2134 51 S WD VAR 003 HM1 STEEL PT - TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.E301 864 2134 51 S WD VAR 001 HM1 STEEL PT - BARRIER FREE ACCESS CONTROLS, TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.E302 864 2134 51 S WD VAR 002 HM1 STEEL PT - BARRIER FREE ACCESS CONTROLS.

FOURTH FLOORD403 762 2134 51 S WD VAR 003 HM1 STEEL PT - TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.D404 762 2134 51 S WD VAR 003 HM1 STEEL PT - TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.E401 864 2134 51 S WD VAR 001 HM1 STEEL PT - BARRIER FREE ACCESS CONTROLS, TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.E402 864 2134 51 S WD VAR 002 HM1 STEEL PT - BARRIER FREE ACCESS CONTROLS.

FIFTH FLOORD503 762 2134 51 S WD VAR 003 HM1 STEEL PT - TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.D504 762 2134 51 S WD VAR 003 HM1 STEEL PT - TIES INTO EMERGENCY PULL STRING CONTROLS, REFER TO HARDWARE SCHEDULE.

FIXTURE MOUNTING HEIGHTS

Mark DescriptionMounting

Height From To

CH COAT HOOK 1200mm TP FFEHB EMERGENCY HELP BUTTON - - -FBCT FOLDING BABY CHANGE TABLE 660mm BT FFFGB FLIP GRAB BAR 750-850mm CL FFFND FEMININE NAPKIN DISPOSAL 760mm TP FFHD HAND DRYER 1100mm BT FFHGB1 HORIZONTAL GRAB BAR - 600mm 750-850mm CL FFHGB2 HORIZONTAL GRAB BAR - 1200mm 750-850mm CL FFIFM INCLINED FACE MIRROR 1000mm BT FFLGB L SHAPED GRAB BAR 750-850mm CL* FFPP PRIVACY PANEL 305mm BT FFPTSDS PAPER TOWEL DISPENSER 1100mm CL** FFSD* SOAP DISPENSER 1100mm BT FFTPH TOILET PAPER HOLDER 600-800mm CL FFVGB VERTICAL GRAB BARS 1000mm CL FF

TP : TOP CL: CENTRE LINEBT: BOTTOM FF: FINISHED FLOOR

* CENTRE LINE OF HORIZONTAL BAR** CENTRE OF PAPER TOWEL DISPENSER

MATERIALS SCHEDULE - INTERIORMARK MATERIAL STYLE MANUFACTURER COLOR SPECS REMARKS

IMPACT RESISTANT WALL PROTECTIONPVCu-1 IMPACT RESISTANT WALL PROTECTION ALTRO WHITEROCK MATTE ALTRO SEAFOAM DIV 9 GENDER NEUTRAL WASHROOMSPVCu-2 IMPACT RESISTANT WALL PROTECTION ALTRO WHITEROCK MATTE ALTRO ICE DIV 9 UNIVERSAL WASHROOM

PAINTPT-1 PAINT EGGSHELL INTERIOR BENJAMIN MOORE PAPER WHITE OC-55 DIV 9 BASE COLOUR- GENERALPT-2 PAINT SEMI-GLOSS INTERIOR BENJAMIN MOORE WHISPER CSP-500 DIV 9 DOORS AND FRAMES

RESILIENT VINYL SHEET FLOORINGRVF-1 RESILIENT VINYL SHEET FLOORING ALTRO AQUARIUS ALTRO PUFFIN DIV 9 SHEET FLOORING WITH INTEGRATED COVE MOULDING

SOLID SURFACESS-1 SOLID SURFACE SOLID SURFACE 1/2" WILSONART MORNING ICE DIV 6 COUNTERTOP

VINYL BASEVWB VINYL BASE SANITARY BASE ALTRO PUFFIN DIV 9 6" (152mm) SANITARY BASE

1 : 5A-6002 TYP WALL PANEL DETAILS

2

C

2

C

EXISTING SPRINKLER HEAD TO BE

REMOVED (3RD AND 4TH FLOOR ONLY)

EXISTING SPRINKLER HEAD TO

BE REMOVED (5TH FLOOR ONLY)


REMOVED (5TH FLOOR ONLY)


REMOVED (3RD AND 4TH FLOOR ONLY)

3


REMOVED (3RD, 4TH, AND 5TH FLOOR)



EXISTING EXHAUST GRILLE TO BE


EXISTING EXHAUST GRILLE TO BE REMOVED (3RD, 4TH,

AND 5TH FLOOR)

EXISTING FLOOR DRAIN TO REMAIN (3RD, 4TH,

AND 5TH FLOOR)

EXISTING FLOOR DRAIN TO BE REMOVED TO AVOID CONFLICT WITH

NEW TOILET (3RD, 4TH, 5TH FLOOR)

EXISTING EXHAUST DUCT

TO SYSTEM TO REMAIN FOR

RECONNECTION5

EXISTING PLUMBING FIXTURES TO BE REMOVED, SERVICES TO

REMAIN FOR RECONNECTION. RELOCATE SERVICES TO ACCOMMODATE NEW FIXTURE LAYOUT.

(TYPICAL OF 3 WATER CLOSETS, 2 URINALS, AND 4 LAVATORIES)

2

C

2

C

3

150x150

E/A

25

150x150

E/A

25

150x300

E/A

25

QUICK-RESPONSE

SPRINKLER HEAD

QUICK-RESPONSE

SPRINKLER HEAD

WC-1

1

LV-2

1

WC-1

1

LV-2

1

WC-1

1

UR-1

1

LV-1

1

NEW FLOOR DRAIN

EXTEND EXISTING DUCTWORK AS REQUIRED

FOR NEW EXHAUST GRILLE

150x150

EXISTING EXHAUST

DUCT TO SYSTEM

CONNECT NEW EXHAUST GRILLE

TO EXISTING DUCT

1

1

1

2

3

4

FD-4

1

PLUMBING VENTILATION (HVAC)

FIRE PROTECTION

PLUMBING FIXTURES

FLOOR DRAINFD

PLUMBING FIXTURE TAG(REFER TO SCHEDULE)

-

- QUANTITY

TYPE

DUCT SECTION, EXHAUST AIR. APPLIES TO RECTANGULAR AND ROUND

ELBOW TURN, EXHAUST DOWN. APPLIES TO RECTANGULAR AND ROUND

AIR OUTLET OR INLET TAG (REFER TO SCHEDULE)

QUANTITY

TYPE

SIZE (IN.)

VOLUME (CFM)

-

-

-

-

* NOTE: ALL DUCT SIZES ARE INTERIOR, FREE DIMENSIONS (ALWAYS WIDTH X HEIGHT IN FLOOR PLAN AND SECTION)

PENDANT SPRINKLER

1 : 50M100

1 DEMOLITION - 3RD, 4TH, 5TH FLOORS

The Contractor shall verify and be responsible for all dimensions. DO NOT scale the

drawing - any errors or omissions shall be reported to Stantec without delay.

The Copyrights to all designs and drawings are the property of Stantec. Reproduction or

use for any purpose other than that authorized by Stantec is forbidden.

Copyright Reserved

ORIGINAL SHEET - ARCH D

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Stantec Architecture Ltd.

2nd Floor 4910 53 Street

PO Box 1777

Yellowknife, NT X1A 2P4

Tel: (867) 920-2882 • www.stantec.com


DEMOLITION & NEW LAYOUTS

144903195

M100

WSCC


DS BMDS 2022.03.231 : 50M100

2 NEW - 3RD, 4TH, 5TH FLOORS

GENERAL NOTES:1. Locations of sprinkler heads, exhaust grilles, floor drains, and plumbing fixtures are approximate and will need to be verified on site by Contractor.2. Exact locations of ductwork, isolation valves, and piping in the ceilings and walls is uncertain and is to be verified on site.3. Plumbing isolation valves are located in the ceiling space.

1 : 96M100

3 MECHANICAL LEGEND

KEYNOTES:1. Reconnect new fixture to existing services, extend services as needed to new location.2. Connect new urinal to closest available existing 20mm dia. water supply in ceiling space.3. Reconnect new fixtures to existing cold water supply, extend new hot water pipe from ceiling space for lavatory connection.4. Extend new DCW/DHW services from ceiling space for lavatory connection. Extend sanitary in ceiling space below.5. Existing lavatory services are to be cut back to wall cavity and capped in place.

A ISSUED FOR TENDER DS BM 2022.04.30

1.0 GENERAL

1.1 INTENT

.1 THE INTENT OF THIS SPECIFICATION AND DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATING MECHANICAL LAYOUT IN COMPLETE ACCORD WITH APPLICABLE CODES. THE MECHANICAL CONTRACTOR SHALL MAKE PROVISIONS FOR LABOR, MATERIAL, AND EQUIPMENT

NECESSARY TO COMPLETE THE MECHANICAL WORK.

.2 DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER AND WHAT IS CALLED FOR BY ONE IS TO BE BINDING AS IF CALLED FOR BY BOTH. SHOULD ANY DISCREPANCY APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS WHICH LEAVES DOUBT AS TO THE TRUE

INTENT AND MEANING, OBTAIN A RULING FROM THE ENGINEER.

.3 MECHANICAL DRAWINGS INDICATE GENERAL LOCATION TO BE FOLLOWED BY MECHANICAL SYSTEMS AND DO NOT SHOW ALL STRUCTURAL AND ELECTRICAL DETAILS. MECHANICAL SYSTEMS TO BE INSTALLED TO PROVIDE A COMPLETE OPERATING JOB AND TO BE INSTALLED

PHYSICALLY TO CONSERVE HEADROOM, FURRING SPACES, ETC.

1.2 DESCRIPTION OF WORK

.1 BE RESPONSIBLE FOR ALL WORK IDENTIFIED OR IMPLIED BY THE DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO;

1. INSTALLATION AND COMMISSIONING OF ALL SYSTEMS, INCLUDING THE EQUIPMENT PROVIDED BY THE OWNER WHERE NOTED.

2. BALANCING OF THE AIR AND WATER SYSTEMS. MAKE PROVISIONS FOR EASY ACCESS FOR AIR AND WATER BALANCER.

3. REVISION AND TESTING OF THE VENTILATION, PLUMBING AND SPRINKLER SYSTEMS IN THE AREA.

4. DISPOSAL OF ALL UNUSED MATERIAL.

1.3 LIABILITY

.1 ASSUME RESPONSIBILITY FOR LAYOUT WORK AND FOR DAMAGE CAUSED TO THE OWNER, TENANT, OR OTHERS BY IMPROPER EXECUTION OF WORK.

.2 PROTECT FINISHED AND UNFINISHED WORK FROM DAMAGE.

.3 TAKE RESPONSIBILITY FOR CONDITION OF MATERIALS AND EQUIPMENT SUPPLIED AND PROTECT UNTIL WORK IS COMPLETED AND ACCEPTED.

1.4 CERTIFICATES

.1 GIVE NOTICES, OBTAIN PERMITS, AND PAY FEES SO WORK SPECIFIED MAY BE CARRIED OUT. FURNISH CERTIFICATES IF REQUESTED, AS EVIDENCE THAT WORK CONFORMS WITH LAWS AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

1.5 COORDINATION OF WORK

.1 COOPERATE AND COORDINATE WITH OTHER TRADES ON THE PROJECT.

.2 MAKE REFERENCE TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS WHEN SETTING OUT WORK. CONSULT WITH RESPECTIVE DIVISIONS IN SETTING OUT LOCATIONS FOR DUCTWORK AND PIPING, SO THAT CONFLICTS ARE AVOIDED AND SYMMETRICAL EVEN SPACING IS

MAINTAINED. PROVIDE COORDINATION OF DRAWINGS SHOWING THE WORK OF ALL TRADES AND CONTRACTORS INVOLVED, IN AREAS OF POTENTIAL CONFLICT OR CONGESTION.

.3 WHERE DIMENSIONAL DETAILS ARE REQUIRED, WORK WITH THE APPLICABLE ARCHITECTURAL DRAWINGS.

.4 FULL SIZE AND DETAILED DRAWINGS SHALL TAKE PRECEDENCE OVER SCALE MEASUREMENTS FROM DRAWINGS.

1.6 CUTTING AND PATCHING

.1 GIVE LOCATIONS FOR HOLES AND PROVIDE SLEEVES REQUIRED FOR THE MECHANICAL INSTALLATIONS.

.2 BE RESPONSIBLE FOR THE COORDINATION OF CUTTING AND PATCHING OF BUILDING STRUCTURE REQUIRED BY MECHANICAL WORK UNLESS OTHERWISE INDICATED. REVIEW EXISTING BASE BUILDING STRUCTURAL SYSTEM PRIOR TO COMMENCEMENT OF CORING AND OBTAIN

APPROVAL FROM STRUCTURAL CONSULTANT IF REQUIRED FOR SPECIAL CONDITIONS.

.3 SEAL ALL OPENINGS AROUND PIPES THAT PENETRATE FLOORS OR FIRE RATED WALLS WITH A FIRE BARRIER MATERIAL EQUAL TO THE RATING OF THE FLOOR OR WALL.

1.7 EXISTING SERVICES

.1 CONFIRM LOCATIONS AND ROUTINGS OF ALL EXISTING SERVICES WHICH MIGHT BE AFFECTED BY THE WORK. PROTECT EXISTING AND REPAIR ANY DAMAGE OCCASIONED BY THE WORK. ACCOMMODATE WORK CHANGES IN LOCATION AND ROUTING AS MAY BE NECESSARY.

.2 OBTAIN INSTRUCTIONS FROM THE CONSULTANT WHEN EXISTING SERVICES REQUIRE RELOCATION OR MODIFICATIONS, OTHER THAN THOSE ALREADY INDICATED IN THE CONTRACT DOCUMENTS.

.3 ARRANGE WORK TO AVOID SHUTDOWNS OF EXISTING SERVICES. WHERE SHUTDOWNS ARE UNAVOIDABLE, OBTAIN THE OWNER'S APPROVAL OF THE TIMING, AND WORK TO MINIMIZE ANY INTERRUPTIONS. ALLOW FOR WORK THAT MAY BE REQUIRED OUTSIDE OF REGULAR WORKING

HOURS.

1. THE INTERRUPTION OF UTILITY OR BUILDING SERVICES TO PERMIT TIE-INS SHALL BE ARRANGED THROUGH THE OWNER’S REPRESENTATIVE.

2. APPLICATION MUST BE RECEIVED IN WRITING AT LEAST SEVEN (7) CALENDAR DAYS PRIOR TO THE DATE REQUIRED FOR THE SHUTDOWN.

3. SERVICE SHUTDOWNS SHALL ONLY BE CARRIED OUT BY MAINTENANCE STAFF AND WILL NORMALLY BE SCHEDULED TO OCCUR DURING EVENINGS OR WEEKENDS.

4. THE OWNER RESERVES THE RIGHT TO WITHHOLD PERMISSION FOR A REASONABLE PERIOD WITH RESPECT TO ANY SHUTDOWN, IF THE SHUTTING-OFF OF A SERVICE WILL INTERFERE WITH IMPORTANT OPERATIONS.

.4 ANY DRAINING OR REFILLING OF SYSTEMS, OR SIMILAR PROCEDURES RELATED TO TIE-INS OR SHUT-DOWNS, IS THE RESPONSIBILITY OF THIS TRADE.

.5 IN ORDER TO MAINTAIN EXISTING SERVICES IN OPERATION, TEMPORARY RELOCATIONS AND/OR BYPASSES OF PIPING AND DUCTWORK MAY BE REQUIRED.

1.8 WARRANTY

.1 PROVIDE A WRITTEN GUARANTEE STATING THAT ALL MATERIALS AND WORKMANSHIP PROVIDED UNDER THIS CONTRACT SHALL REMAIN FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED WORK, AND FURTHER THAT ANY

DEFECTS THAT BECOME APPARENT DURING THE GUARANTEE PERIOD WILL BE CORRECTED AT NO ADDITIONAL COST.

.2 THIS WARRANTY COVERS FAULTY MATERIALS AND/OR WORKMANSHIP ONLY. ALL OTHER CAUSES FOR SYSTEM MALFUNCTIONS AND/OR FAILURES, INCLUDING, BUT NOT LIMITED TO, THOSE CAUSED BY MISUSE, ABUSE, NEGLECT, ACCIDENT, RIOT, FIRE, VANDALISM; ACTS OF NATURE

SUCH AS FLOODS, STORMS, EARTHQUAKES, OR TORNADOS; OR OTHER CAUSES BEYOND THE CONTROL OF THE CONTRACTOR, ARE EXCLUDED FROM THIS WARRANTY.

.3 THIS WARRANTY IS INVALID IF THE SYSTEM IS MODIFIED IN ANY WAY WITHOUT THE CONSENT OF THE CONTRACTOR.

.4 ANY DEFECTS IN WORKMANSHIP OR MATERIALS THAT APPEAR WITHIN THE GUARANTEE PERIOD SHALL BE CORRECTED BY THE CONTRACTOR WITHOUT COST TO THE OWNER WITHIN A REASONABLE TIME TO BE SPECIFIED IN NOTICE FROM THE OWNER. IN DEFAULT THEREOF, OWNER

MAY HAVE SUCH WORK DONE AND CHARGE COST TO CONTRACTOR.

1.9 SHOP DRAWINGS, ALTERNATIVE MATERIALS AND EQUIPMENT

.1 SUBMIT SHOP DRAWINGS TO ENGINEER ON ALL EQUIPMENT SPECIFIED IN SPECIFICATIONS OR DRAWINGS FOR ENGINEER'S REVIEW.

1.10 GUARANTEE

.1 PROVIDE THE OWNER WITH A WRITTEN GUARANTEE WARRANTING APPARATUS FURNISHED TO REMAIN IN SERVICEABLE CONDITION FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER.

1.11 STANDARD OF MATERIALS AND WORKMANSHIP

.1 MATERIALS SHALL BE NEW AND OF UNIFORM PATTERN THROUGHOUT, WHERE SPECIFICALLY IDENTIFIED IN THIS SPECIFICATION. THIS IS FOR THE PURPOSE OF ESTABLISHING A STANDARD OF QUALITY OF MATERIALS AND WORKMANSHIP AND NOT TO LIMIT SELECTION.

.2 WORKMANSHIP SHALL FOLLOW THE BEST TRADITION AND TRADESMANSHIP. EMPLOY ONLY TRADESMEN PROPERLY LICENSED FOR WORK REQUIRING TRADESMAN WITH SPECIAL SKILL.

.3 UNLESS OTHERWISE NOTED IN THIS SPECIFICATION OR ASSOCIATED DRAWINGS, INSTALL ALL EQUIPMENT AS PER MANUFACTURER'S INSTRUCTIONS. WHERE THERE IS A CONFLICT BETWEEN THE TWO, OBTAIN WRITTEN INSTRUCTIONS FROM THE ENGINEER.

1.12 STANDARD OF ACCEPTANCE

.1 MEANS THAT ITEM NAMED AND SPECIFIED BY MANUFACTURER AND/OR CATALOGUE NUMBER FORMS PART OF SPECIFICATION AND SETS STANDARD REGARDING PERFORMANCE, QUALITY OF MATERIAL AND WORKMANSHIP AND WHEN USED IN CONJUNCTION WITH A REFERENCED

STANDARD, SHALL BE DEEMED TO SUPPLEMENT THE STANDARD.

.2 WHERE TWO OR MORE MANUFACTURERS ARE LISTED, THE MANUFACTURER'S NAME SHOWN UNDERLINED OR SHOWN WITH A MODEL NAME AND/OR NUMBER, WAS USED IN PREPARING THE DESIGN. TENDERS MAY BE BASED ON ANY ONE OF THOSE NAMED, PROVIDED THAT THEY MEET

EVERY ASPECT OF THE DRAWINGS AND SPECIFICATIONS.

.3 WHERE OTHER THAN THE UNDERLINED MANUFACTURER OR NAMED MANUFACTURER IS SELECTED OR APPROVED, INCLUDE FOR THE COST OF ANY RESULTING WORK (BOTH UNDER THIS DIVISION AND OTHER DIVISIONS) AND ANY NECESSARY REDESIGN OF INSTALLATION OR

STRUCTURE. SUBMIT REDESIGN DRAWINGS FOR REVIEW WITH SHOP DRAWINGS. MAINTAIN INSTALLATION, ACCESS AND SERVICING CLEARANCES. REDESIGN DRAWINGS SHALL BE TO SCALE AND OF A STANDARD EQUAL TO THE PROJECT DRAWINGS.

.4 WHERE TWO OR MORE ITEMS OF EQUIPMENT AND/OR MATERIAL, OF THE SAME TYPE, ARE REQUIRED, PROVIDE PRODUCTS OF A SINGLE MANUFACTURER.

.5 A VISIBLE MANUFACTURER'S NAMEPLATE SHALL INDICATE MANUFACTURER'S NAME, MODEL NUMBER, SERIAL NUMBER, CAPACITY DATA, ELECTRICAL CHARACTERISTICS AND APPROVAL STAMPS.

1.13 ADDITION OF ACCEPTABLE MANUFACTURERS

.1 MATERIAL/PRODUCTS CONSIDERED TO SATISFY THE SPECIFICATION, BUT OF A MANUFACTURER OTHER THAN THOSE NAMED IN THE SPECIFICATION MAY BE SUBMITTED TO THE CONSULTANT FOR CONSIDERATION NOT LATER THAN FIVE (5) WORKING DAYS PRIOR TO CLOSING OF

TENDER.

.2 ADDITION OF MANUFACTURER'S NAMES TO THE SPECIFICATIONS WILL BE IN WRITING BY THE CONSULTANT.

1.14 MISCELLANEOUS METAL

.1 BE RESPONSIBLE FOR ALL MISCELLANEOUS STEEL WORK RELATIVE TO THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO SUPPORT OF EQUIPMENT.

.2 ALL STEEL WORK SHALL BE PRIME COATED, READY FOR PAINT FINISH.

1.15 ACCESSIBILITY

.1 INSTALL ALL WORK SO AS TO BE READILY ACCESSIBLE FOR ADJUSTMENT, INSPECTION, OPERATION AND MAINTENANCE.

1.16 ACCESS DOORS

.1 INSTALL AT ALL CONCEALED DAMPERS, TRAPS, UNIONS, VALVES, SPECIAL EQUIPMENT, AND TRAP PRIMERS.

.2 LOCATE ACCESS DOORS SO THAT ALL CONCEALED ITEMS ARE READILY ACCESSIBLE FOR ADJUSTMENT, OPERATION AND MAINTENANCE.

.3 DO NOT LOCATE ACCESS DOORS IN FEATURE WALL OR CEILING CONSTRUCTION WITHOUT THE PRIOR APPROVAL OF THE CONSULTANT. LOCATE IN SERVICE AREAS WHEREVER POSSIBLE.

1.17 ESCUTCHEONS

.1 PROVIDE ESCUTCHEONS ON ALL PIPES PASSING THROUGH FINISHED WALLS, FLOORS AND CEILINGS.

.2 ESCUTCHEONS SHALL BE CHROME PLATED OR STAINLESS STEEL SUITABLE FOR DIMENSIONS OF PIPING AND INSULATION.

1.18 PENETRATION OF FIRE SEPARATIONS

.1 SEAL ALL PIPE AND DUCT PENETRATIONS THROUGH FIRE SEPARATIONS WITH "3M FIRE BARRIER" SYSTEM OR EQUAL UL LISTED SYSTEM.

1.19 SUBSTANTIAL PERFORMANCE REQUIREMENTS

.1 BEFORE THE CONSULTANT IS REQUESTED TO MAKE AN INSPECTION FOR SUBSTANTIAL PERFORMANCE OF THE WORK:

1. COMMISSION ALL SYSTEMS AND PROVE OUT ALL COMPONENTS, INTERLOCKS AND SAFETY DEVICES.

2. SUBMIT A LETTER CERTIFYING THAT ALL WORK (INCLUDING CALIBRATION OF INSTRUMENTS AND BALANCING OF SYSTEMS) IS COMPLETE, OPERATIONAL, CLEAN AND ALL REQUIRED SUBMISSIONS HAVE BEEN COMPLETED.

.2 THE WORK WILL NOT BE CONSIDERED TO BE READY FOR USE OR SUBSTANTIALLY COMPLETE UNTIL THE FOLLOWING REQUIREMENTS HAVE BEEN MET:

1. ALL LIFE SAFETY ITEMS ARE COMPLETED AND FULLY FUNCTIONAL.

2. ALL REPORTED DEFICIENCIES HAVE BEEN CORRECTED.

3. TESTING AND BALANCING COMPLETED.

4. OPERATING AND MAINTENANCE MANUALS COMPLETED.

5. "AS BUILT" RECORD DRAWING READY FOR REVIEW.

6. SYSTEM COMMISSIONING HAS BEEN COMPLETED AND HAS BEEN VERIFIED BY CONSULTANT.

7. ALL DEMONSTRATIONS TO THE OWNER HAVE BEEN COMPLETED.

1.20 RECORD DRAWINGS

.1 KEEP ON SITE AN EXTRA SET OF WHITE PRINTS AND SPECIFICATIONS, RECORDING CHANGES AND DEVIATIONS DAILY.

.2 UPON COMPLETION OF WORK PROVIDE REDLINE OF AS-BUILT DRAWINGS, IN THE SAME SCALE AS THE ARCHITECTURAL SET TO THE OWNER. THESE MUST BE SUBMITTED WITHIN TWO (2) WEEKS AFTER SUBSTANTIAL COMPLETION. FAILURE TO SUBMIT DRAWINGS WILL RESULT IN THE

WORK BEING DONE BY THE OWNER AND THE COST DEDUCTED FROM FINAL PAYMENT.

1.21 FINAL INSPECTION

.1 CONTRACTOR TO ADVISE ENGINEER TWO (2) DAYS PRIOR TO CLOSING UP CEILINGS FOR FINAL INSPECTION.

.2 ALL SYSTEMS TO BE FULLY OPERATIONAL AND ANY DEFICIENCIES NOTED BY CONTRACTOR SHALL BE COMPLETED AND AIR BALANCING REPORTS SUBMITTED TO THE ENGINEER PRIOR TO FINAL INSPECTION.

.3 ALL DEFICIENCIES SHALL BE COMPLETED WITHIN TWO (2) WEEKS AFTER FINAL INSPECTION AND LETTER SUBMITTED TO ENGINEER WITHIN THAT TIME ADVISING THAT THE WORK IS COMPLETE. FAILURE TO COMPLETE WORK WILL RESULT IN WORK BEING DONE BY THE OWNER AND

THE COSTS DEDUCTED FROM FINAL PAYMENT.

1.22 PAINTING AND IDENTIFICATION

.1 PAINT ALL EXPOSED DUCTS AND PIPES WITH COLOURS TO MATCH INTERIOR FINISHES OR IN COLOURS AS DIRECTED BY THE ARCHITECT.

.2 IDENTIFY PIPING WITH LABELS AND FLOW ARROWS. PROVIDE IDENTIFICATION AT 15M MAXIMUM INTERVALS, BEFORE AND AFTER PIPES PASSING THROUGH WALLS, AT ALL SIDES OF TEES, BEHIND ACCESS DOORS. USE BRADY B-500 VINYL CLOTH LABELS FOR NON-INSULATED PIPES

AND B-350 FOR INSULATED PIPES.

1.23 OPERATION AND MAINTENANCE MANUALS

.1 TURN OVER TO GENERAL CONTRACTOR AN ELECTRONIC COPY OF O&M MANUAL WITH ALL SHOP DRAWINGS, PRODUCT LITERATURE, PRODUCT DATA SHEETS, WARRANTY SHEETS, MAINTENANCE INFORMATION, AND RECORD DRAWINGS.





Copyright Reserved


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PO Box 1777




SPECIFICATIONS

144903195

M101

WSCC


DS BMDS 2022.03.23

2.0 TESTING AND BALANCING

2.1 QUALITY ASSURANCES

.1 TEST EQUIPMENT AND MATERIAL WHERE REQUIRED BY SPECIFICATION OR AUTHORITY HAVING JURISDICTION TO DEMONSTRATE ITS PROPER AND SAFE OPERATION.

.2 TEST PROCEDURES IN ACCORDANCE WITH APPLICABLE PORTIONS OF ASME, NFPA, ASHRAE, SMACNA, AND OTHER RECOGNIZED TEST CODES AS FAR AS FIELD CONDITIONS PERMIT. PERFORM TESTS ON SITE TO THE SATISFACTION OF THE ENGINEER.

.3 PIPING AND FIXTURES SHALL NOT BE CONCEALED OR COVERED UNTIL INSTALLATION IS INSPECTED AND APPROVED BY THE ENGINEER.

2.2 PIPEWORK TESTS

.1 PRIOR TO RECONNECTING SYSTEMS, SECURE AND REVIEW MANUFACTURER'S INSTALLATION, OPERATION, AND STARTING INSTRUCTIONS. READ IN CONJUNCTION WITH PROCEDURES DEFINED HEREIN. FOLLOW START-UP PROCEDURES AS RECOMMENDED BY EQUIPMENT

MANUFACTURER UNLESS SPECIFIED OTHERWISE.

.2 ALL FINAL TEST LOGS/SHEETS TO BE VERIFIED AND SIGNED BY TESTING PERSONNEL AND ATTENDING WITNESSES FROM CONTRACTOR, ENGINEER OR DESIGNATED ALTERNATE AND AUTHORITY HAVING JURISDICTION.

.3 PRIOR TO TESTS, ISOLATE ALL EQUIPMENT OR OTHER PARTS WHICH ARE NOT DESIGNED TO WITHSTAND TEST PRESSURES OR TEST MEDIUM.

.4 DWV PIPING: HYDRAULIC TEST FOR ALL DRAINAGE PIPING WITH MINIMUM 5'-0" OF HYDROSTATIC HEAD FOR 15 MINUTES.

.5 DOMESTIC WATER (RIGID OR PEX): INITIAL TEST: PNEUMATIC. ACCEPTABLE FOR BOARDING WHERE HEATING NOT AVAILABLE. TEST PRESSURE NOT LESS THAN 60PSIG. FINAL TEST: HYDRAULIC. MINIMUM 100PSIG. MINIMUM 12HRS.

2.3 AIR SYSTEM TESTS

.1 BALANCE EXHAUST VENTILATION SYSTEM.

.2 DO TAB TO FOLLOWING TOLERANCES OF DESIGN VALUES:

1. HVAC SYSTEMS: PLUS OR MINUS 10%.

.3 GENERAL: MEASUREMENTS AS REQUIRED BY REFERENCED ORGANIZATION STANDARDS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:

1. MEASUREMENTS:

.1 AIR VELOCITY, STATIC PRESSURE, VELOCITY PRESSURE, CROSS SECTIONAL AREA, NOISE, VIBRATION, PRESSURE. .

2. LOCATION OF EQUIPMENT MEASUREMENTS:

.1 INLET AND OUTLET OF EACH: CONTROL DAMPERS.

3. LOCATION OF SYSTEM MEASUREMENTS AT:

.1 MAIN BRANCHES AND SUB-BRANCHES; DUCTED RETURN INLETS.

4. MARK ALL FINAL BALANCE POSITIONS WITH A PERMANENT MARKER.

2.4 TAB

.1 START TESTING, ADJUSTING, BALANCING (TAB) WHEN BUILDING IS ESSENTIALLY COMPLETED, INCLUDING:

1. INSTALLATION OF CEILINGS AND OTHER CONSTRUCTION AFFECTING TAB.

2. ALL PRESSURE, LEAKAGE, OTHER TESTS SPECIFIED ELSEWHERE.

3. ALL PROVISIONS FOR TAB INSTALLED AND OPERATIONAL.

.2 AIR SYSTEMS:

1. DUCT SYSTEMS CLEAN OF DEBRIS, ALL GRILLES INSTALLED AND CONNECTED.

2. ACCESS DOORS CLOSED AND DUCT END CAPS IN PLACE.

.3 LOCATION OF SYSTEM MEASUREMENTS AT EXHAUST INLETS.

.4 DO TAB TO PLUS OR MINUS 10% TOLERANCES OF DESIGN VALUES FOR VENTILATION SYSTEMS WITH MEASUREMENT ACCURACY TO WITHIN PLUS OR MINUS 5% OF ACTUAL VALUES.

.5 TAB REPORT

1. SUBMIT TAB REPORT FOR CHECKING AND APPROVAL OF ENGINEER, 5 DAYS PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. INCLUDE: FULL SYSTEM SCHEMATICS PREPARED UTILIZING ACAD 2010 OR APPROVED ALTERNATE SHOWING RESULTS OF TAB, ALL DATA PROVIDED IN

TABULAR FORMAT UTILIZING EXCEL SPREAD SHEETS, DETAILS OF INSTRUMENTS USED, DETAILS OF TAB PROCEDURES EMPLOYED, CALCULATIONS PROCEDURES, SUMMARIES.

2. FORMAT OF TAB REPORT TO BE AS FOLLOWS:

.1 COVER PAGE WITH PROJECT NAME, DATE, AND BALANCING FIRM, GENERAL CONTRACTOR, AND ENGINEERING FIRM C/W CONTACT INFORMATION.

.2 CERTIFICATION PAGE.

.3 INCLUDE ALL MEASUREMENTS AND DESIGN DATA AS WELL AS EQUIPMENT TAG, MANUFACTURER, MODEL, EQUIPMENT TECHNICAL DATA, FAN CURVES WITH OPERATING POINT.

.6 SUBMIT ONE ELECTRONIC COPY OF TAB REPORT TO ENGINEER FOR REVIEW. MAKE NECESSARY CORRECTIONS AND SUBMIT FINAL REPORT.

3.0 FIRE PROTECTION

3.1 WET PIPE SPRINKLER SYSTEM

.1 SPRINKLER PIPING, VALVES AND FITTINGS

1. PIPING:

.1 50MMØ AND UNDER: SCHEDULE 40 STEEL, THREADED TO NFPA 13

.2 63MMØ AND OVER: SCHEDULE 40 STEEL, GROOVED: SCH. 10 STEEL WITH EXTERNAL GASKETTED, ROLLED-GROOVE COUPLERS, TO NFPA 13

2. FITTINGS: FERROUS SCREWED, WELDED, FLANGED OR GROOVED TO NFPA 13.

.1 GROOVED FITTING DESIGNED WITH TWO DUCTILE IRON HOUSING SEGMENTS, PRESSURE RESPONSIVE GASKET, AND ZINC-ELECTROPLATED STEEL BOLTS AND NUTS. CAST WITH OFFSETTING ANGLE-PATTERN BOLD PADS FOR RIGIDITY AND VISUAL PAD-TO-PAD OFFSET

CONTACT.

3. VALVES: ULC LISTED FOR FIRE PROTECTION SERVICE IN ACCORDANCE WITH NFPA.

4. PIPE HANGERS: ULC LISTED FOR FIRE PROTECTION SERVICES IN ACCORDANCE WITH NFPA.

5. PROVIDE THREADED FITTINGS INTO WHICH SPRINKLER HEADS, SPRINKLER HEAD RISER NIPPLES, OR DROP NIPPLES ARE THREADED.

6. PLAIN-END FITTINGS WITH MECHANICAL COUPLINGS AND FITTINGS WHICH USE STEEL GRIPPING DEVICES TO BITE INTO PIPE WHEN PRESSURE IS APPLIED WILL NOT BE PERMITTED.

7. RUBBER GASKETTED GROOVED-END PIPE AND FITTINGS WITH MECHANICAL COUPLINGS ARE PERMITTED IN PIPE SIZES 32 MM AND LARGER.

8. FITTINGS: ULC APPROVED FOR USE IN WET PIPE SPRINKLER SYSTEMS.

9. ENSURE FITTINGS MECHANICAL COUPLINGS, AND RUBBER GASKETS ARE SUPPLIED BY SAME MANUFACTURER.

10. SLEEVES: INSTALL MIN 16GA FORMED STEEL OR GALVANIZED SCHED 10 PIPE SLEEVES WHERE PIPES PASS THROUGH MASONRY, CONCRETE STRUCTURES, FIRE RATED ASSEMBLIES, AND ELSEWHERE AS INDICATED. SLEEVES TO HAVE ANNULAR FIN CONTINUOUSLY WELDED AT

MIDPOINT OR OFFSET. CLEARANCE BETWEEN SLEEVE AND UNINSULATED PIPE OR BETWEEN SLEEVE AND INSULATION TO BE 1/4" MINIMUM, 1/2" MAXIMUM. COAT EXPOSED EXTERIOR SURFACES OF FERROUS SLEEVES WITH HEAVY APPLICATION OF ZINC RICH PAINT TO

CAN/CGSB-1.181-99.

11. ESCUTCHEONS: INSTALL ESCUTCHEONS ON PIPES PASSING THROUGH WALLS, PARTITIONS, FLOORS, AND CEILINGS IN FINISHED AREAS.

.1 CONSTRUCTION: ONE PIECE TYPE WITH SET SCREWS. CHROME OR NICKEL PLATED BRASS OR TYPE 302 STAINLESS STEEL.

.2 SIZES: OUTSIDE DIAMETER TO COVER OPENING OR SLEEVE. INSIDE DIAMETER TO FIT AROUND PIPE OR OUTSIDE OF INSULATION IF SO PROVIDED.

12. SPRINKLER HEADS:

.1 GENERAL: TO NFPA 13 AND ULC LISTED FOR FIRE SERVICES.

.2 SPRINKLER HEAD TYPE, TO ANSI/NFPA 13 AND ULC LISTED FOR FIRE SERVICES; QUICK-RESPONSE TYPE.

.3 PROVIDE NOMINAL 1.2 CM ORIFICE SPRINKLER HEADS.

.1 RELEASE ELEMENT OF EACH HEAD TO BE RATED FOR TEMPERATURES SUITABLE FOR THE SPECIFIC APPLICATION.

.2 PROVIDE POLISHED CHROMIUM-PLATED SPRINKLERS BELOW SUSPENDED CEILINGS.

.3 DEFLECTORS: NOT MORE THAN 75MM BELOW SUSPENDED CEILINGS.

.4 CEILING PLATES: NOT MORE THAN 25MM DEEP.

.5 CEILING CUPS: TO BE PROVIDED.

13. SPRINKLER SYSTEM INSTALLATION AND TESTING:

.1 INSTALL, INSPECT AND TEST TO ACCEPTANCE IN ACCORDANCE WITH NFPA 13.

.2 INSTALL PIPE STRAIGHT AND TRUE TO BEAR EVENLY ON HANGERS AND SUPPORTS.

.3 PERFORM TESTING IN COMPLIANCE WITH SPECIFIED REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.

.4 INSTALLATION TO BE REVIEWED AND APPROVED BY SYSTEM DESIGNER, C/W WRITTEN REPORT.

.5 TEST, INSPECT, AND APPROVE PIPING BEFORE COVERING OR CONCEALING.

.6 TEST: HYDROSTATICALLY TEST AT 1380 KPA (200PSI) FOR A 2 HOUR PERIOD WITH NO LEAKAGE OR REDUCTION I PRESSURE

.7 PROVIDE FIRE WATCH AT ALL TIMES WHEN EXISTING SPRINKLER SYSTEM OR ZONE IS INACTIVE.

4.0 PLUMBING

4.1 GENERAL

.1 PROVIDE ALL NECESSARY PIPING MATERIAL AND LABOR FOR THE SYSTEMS AS SHOWN ON THE DRAWINGS. ALL PIPING SYSTEMS TO BE INSTALLED IN COMPLIANCE WITH THE NATIONAL PLUMBING CODE OF CANADA (2015).

.2 PROVIDE DIELECTRIC TYPE CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS IN OPEN SYSTEMS. BRASS ADAPTERS AND VALVES ARE ACCEPTABLE.

.3 INSTALL VACUUM BREAKERS ON PLUMBING LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR.

.4 ALL PIPING, FITTINGS, VALVES, EQUIPMENT TO BE SUITABLE FOR USE WITH PIPING SYSTEM GAS.

.5 CHECK INVERT ELEVATIONS PRIOR TO SANITARY AND DRAINAGE CONNECTIONS.

.6 GRADE DRAINAGE LINES 1:100, UNLESS NOTED OTHERWISE.

4.2 PIPING

.1 DRAINAGE AND VENT PIPING:

1. ABOVE GRADE DRAINAGE AND VENT PIPING:

.1 TYPE "DWV" COPPER C/W 50/50 SOLDER JOINTS OR FIRE-RATED PVC.

.1 ACCEPTABLE MATERIAL: IPEX SYSTEM 15.

.2 DOMESTIC WATER PIPING:

1. ABOVEGROUND DOMESTIC COLD WATER MAIN PIPING: TYPE "L" HARD COPPER C/W 95/5 SOLDER JOINTS. NO COMPRESSION FITTINGS WILL BE ALLOWED UNLESS APPROVED BY ENGINEER.

2. DISTRIBUTION PIPING FROM MANIFOLD FLEXIBLE PEX TUBING TO CSA B137.5. ANSI/NSF STANDARD 61 FOR POTABLE WATER. MAXIMUM OPERATING TEMPERATURE: TO 99°C. MAXIMUM OPERATING PRESSURE: 793KPA

3. BALL VALVES UP TO 50MM: BRONZE BODY, CHROME PLATED BRONZE BALL, THREADED OR SOLDERED ENDS, TFE SEAT AND PACKING, 4140KPA WOG

4.3 PIPE HANGERS AND SUPPORTS

.1 ALL PIPING SHALL BE FIRMLY SUPPORTED AND SECURELY BRACED. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING AND GALVANIZED HANGERS AND SUPPORTS FOR GALVANIZED PIPING.

.2 USE OF PERFORATED STRAPS IS NOT PERMITTED FOR PIPE HANGERS.

.3 PROVIDE RING TYPE HANGERS FOR PIPING UP TO 38MM AND CLEVIS TYPE HANGERS FOR PIPING OVER 38MM.

.4 PROVIDE RISER CLAMPS AT ALL FLOOR PENETRATIONS AND THE BASE OF ALL PIPING RISERS. EXCEPTION BRANCH DW PIPING 25 DIAM. OR SMALLER.

.5 SCHEDULE:

PIPE SIZE (MM) ROD DIAMETER (MM) SPACING (M)

13 10 2.0M

19-38 10 2.5M

50-65 10 3.0M

75-100 16 3.5M

150-300 22 4.5M






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4.6 SLEEVES AND ESCUTCHEONS

.1 INSTALL MIN 16GA FORMED STEEL OR GALVANIZED SCHED 40 PIPE SLEEVES WHERE PIPES PASS THROUGH MASONRY, CONCRETE STRUCTURES, FIRE RATED ASSEMBLIES, AND ELSEWHERE AS INDICATED. SLEEVES TO HAVE ANNULAR FIN CONTINUOUSLY WELDED AT MIDPOINT OR

OFFSET. CLEARANCE BETWEEN SLEEVE AND UNINSULATED PIPE OR BETWEEN SLEEVE AND INSULATION TO BE 1/4" MINIMUM, 1/2" MAXIMUM. COAT EXPOSED EXTERIOR SURFACES OF FERROUS SLEEVES WITH HEAVY APPLICATION OF ZINC RICH PAINT TO CAN/CGSB-1.181-99.

.2 SEAL FOUNDATION WALLS AND BELOW GRADE FLOORS WITH FIRE RETARDANT, WATERPROOF NON-HARDENING MASTIC.

.3 INSTALL ESCUTCHEONS ON PIPES PASSING THROUGH WALLS, PARTITIONS, FLOORS, AND CEILINGS IN FINISHED AREAS.

1. CONSTRUCTION: ONE PIECE TYPE WITH SET SCREWS. CHROME OR NICKEL PLATED BRASS OR TYPE 302 STAINLESS STEEL.

2. SIZES: OUTSIDE DIAMETER TO COVER OPENING OR SLEEVE. INSIDE DIAMETER TO FIT AROUND PIPE OR OUTSIDE OF INSULATION IF SO PROVIDED.

4.7 FLUSHING AND CLEANING AND DISINFECTION AND DCW ANALYSIS

.1 FOR DOMESTIC HOT AND COLD WATER SYSTEMS:

1. FLUSH AFFECTED PART OF SYSTEM FOR 8 H. ENSURE OUTLETS FLUSHED FOR 2 H. LET STAND FOR 24 H, THEN DRAW ONE SAMPLE OFF LONGEST RUN. SUBMIT TO TESTING IN APPROVED LABORATORY FOR ANALYSIS AND PROVIDE CERTIFICATION THAT ALL SAMPLES ARE CLEAN

COPPER. LET SYSTEM FLUSH FOR ADDITIONAL 2 H, THEN DRAW OFF ANOTHER SAMPLE FOR TESTING.

2. SUPPLY MATERIALS AND TEST KIT TO CARRY OUT DISINFECTION. FILL AFFECTED PART OF PIPING SYSTEM WITH CHLORINE/WATER SOLUTION WITH A STRENGTH OF AT LEAST 50 MG/L. ENSURE PIPE IS FULL AND NO AIR POCKETS REMAIN. LEAVE SOLUTION IN PIPING SYSTEM FOR

24 HOURS, WHILE MAINTAINING A PRESSURE OF 175 KPA.

3. AFTER 24 HOURS SAMPLE AND TEST THE CHLORINE SOLUTION. IF THE CHLORINE RESIDUAL IS AT LEAST 25 MG/L, THE DISINFECTION WILL BE CONSIDERED SUCCESSFUL. FLUSH CHLORINE SOLUTION FROM THE SYSTEM. PROTECT AGAINST CONTAMINATION OF THE DISINFECTED

SYSTEM. IF THE CHLORINE RESIDUAL IS LESS THAN 25 MG/L, FLUSH THE SYSTEM, CLEAN ANY DELETERIOUS MATERIAL, RE-FLUSH AND DISINFECT AGAIN.

4. OBTAIN WATER SAMPLE OFF LONGEST RUN. TEST IN APPROVED LABORATORY FOR BACTERIOLOGICAL ANALYSIS AND PROVIDE CERTIFICATION THAT ALL SAMPLES ARE SUITABLE FOR HUMAN CONSUMPTION PRIOR TO INTERIM-OCCUPANCY INSPECTION.

5. SEND A SECOND SAMPLE FOR COMPLETE CHEMICAL ANALYSIS TO AN APPROVED LABORATORY. PROVIDE RESULTS TO ENGINEER FOR REVIEW PRIOR TO FILLING OF DOMESTIC HOT WATER HEATERS.

4.8 FIRESTOPPING

.1 PROVIDE THE FOLLOWING FIRE STOPPING SYSTEMS FOR PIPEWORK PENETRATING FIRE SEPARATIONS:

.2 METALLIC INSULATED PIPES (DCW & WATER SERVICE/ DHW / DHWR): SLEEVE PENETRATION AND SECURE TO WALL. PIPE INSULATION TO BE CONTINUOUS THRU SLEEVE. PACK VOID WITH APPROVED FIRE STOP INSULATION OR BACKING TO ULC LISTING OF SEALANT. FIRE SEAL SLEEVE

TO WALL WITH LISTED INTUMESCENT SEALANT TO MANUFACTURED LISTINGS. FIRE SEAL INSULATION TO SLEEVE WITH MINIMUM THICKNESS LISTED INTUMESCENT SEALANT AS PER ULC LISTING OF SEALANT.

.3 PLASTIC UNINSULATED PIPES 50DIAM OR LESS: SLEEVES NOT REQUIRED. FIRE AND SMOKE SEAL PIPING IN PLACE WITH LISTED INTUMESCENT SEALANT TO MANUFACTURED AND ULC LISTINGS.

.4 PLASTIC UNINSULATED PIPES 63DIAM OR LARGER: SLEEVES NOT REQUIRED. PROVIDE LISTED FIRE STOP COLLAR SMOKE SEALED IN PLACE WITH LISTED INTUMESCENT SEALANT TO MANUFACTURED AND ULC LISTINGS.

.5 ALL PIPING/DUCT PENETRATIONS THRU 45MIN RATED ASSEMBLIES WITHOUT SEPARATIONS TO BE COLD SMOKE SEALED/FIRE SEALED WITH LISTED INTUMESCENT SEALANT OR APPROVED COLD SMOKE SEALED AT FIRE PENETRATIONS TO SEALANT ULC LISTING.

.6 INTUMESCENT SEALANT:

1. ULC/FM LISTED INTUMESCENT SEALANT, WATER BASED, CONTAINING NO HALOGEN, SOLVENTS OR ASBESTOS, SUITABLE AS FIRE AND SMOKE SEALANT.

2. TESTING: TO ULC S-115.

3. DENSITY: 1.5G/CM3.

4. WORKING TIME: APPROX 20-30MIN.

5. CURING TIME: APPROX 14-21 DAYS.

6. INTUMESCENT ACTIVATION: APPROX 121°C.

7. TEMPERATURE RESISTANCE: -40DEGC TO 100°C.

8. APPLICATION TEMPERATURE: 2DEGC TO 38°C.

9. FLAME SPREAD: 0 TO ASTM E84-96.

10. SMOKE DEVELOPED: 5 TO ASTM E84-96

11. ACCEPTABLE MATERIAL: HILTI FS-ONE/3M.

.7 INTUMESCENT FIRE STOP COLLARS: ULC/FM LISTED WITH GALVANIZED METAL COLLAR, INTUMESCENT FIRE SEALANT FOR USE WITH PVC AND ABS SCHED 40 DRAINAGE PIPING, ACCEPTABLE MATERIAL: HILTI CP 642/643/3M

4.9 PIPING INSULATION:

.1 ALL ABOVE GRADE INTERIOR PIPING INSULATION TO BE TIAC A-3 INSULATION:

1. TIAC CODE A-3: RIGID MOLDED FORMALDEHYDE FREE MINERAL FIBRE PIPING INSULATION WITH FACTORY APPLIED VAPOUR RETARDER JACKET TO CAN/CGSB-51.9-92 AND CGSB SI-GP-52M.

2. MATERIALS:

.1 INSULATION: MOLDED, HEAVY DENSITY ONE PIECE, INORGANIC GLASS FIBER BONDED WITH THERMOSETTING RESIN.

.2 JACKET: WHITE KRAFT PAPER BONDED TO ALUMINUM FOIL AND REINFORCED WITH GLASS FIBERS. LAP SEAL: SELF-ADHESIVE.

.3 TEMPERATURE RANGE: -29°C TO 537°C

.4 THERMAL CONDUCTIVITY "K" SHALL NOT EXCEED 0.031 W/M. DEG.C AT 24°C MEAN TEMPERATURE WHEN TESTED IN ACCORDANCE WITH ASTM C 335-95.

.5 SURFACE BURNING CHARACTERISTICS: TO STM E84-98E, TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS AND ANSI/NFPA 255-2000, BURNING CHARACTERISTICS OF BUILDING MATERIALS AND CAN/ULCS102-M88.

.6 UL CLASSIFIED. FLAME SPREAD <25 SMOKE DEVELOPED<50

.7 VAPOUR TRANSMISSION: MAXIMUM: 0.02 PERMS, TO ASTM E 96-00E1, STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS.

.8 ASTM LISTED TO NOT PROMOTE GROWTH OF FUNGI OR BACTERIA.

.9 JACKET FOR ALL EXPOSED PIPE: CANVAS

.10 ACCEPTABLE MATERIAL: KNAUF FIBERGLASS PIPE INSULATION.

.2 MATERIALS:

1. INSULATION: MOLDED, HEAVY DENSITY ONE PIECE, INORGANIC GLASS FIBER BONDED WITH THERMOSETTING RESIN.

2. JACKET: WHITE KRAFT PAPER BONDED TO ALUMINUM FOIL AND REINFORCED WITH GLASS FIBERS. LAP SEAL: SELF ADHESIVE.

.3 TEMPERATURE RANGE: -29°C TO 537°C

.4 THERMAL CONDUCTIVITY "K" SHALL NOT EXCEED 0.031 W/M. DEG.C AT 24°C MEAN TEMPERATURE WHEN TESTED IN ACCORDANCE WITH ASTM C 335-95.

.5 SURFACE BURNING CHARACTERISTICS:

.1 TO STM E84-98E, TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS AND ANSI/NFPA 255-2000, BURNING CHARACTERISTICS OF BUILDING MATERIALS AND CAN/ULCS102-M88.

.2 UL CLASSIFIED. FLAME SPREAD <25 SMOKE DEVELOPED<50

.6 VAPOUR TRANSMISSION:MAXIMUM: 0.02 PERMS, TO ASTM E 96-00E1, STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS.

.7 ASTM LISTED TO NOT PROMOTE GROWTH OF FUNGI OR BACTERIA.

.8 JACKET FOR ALL EXPOSED PIPE: PVC JACKET

.9 ACCEPTABLE MATERIAL: KNAUF FIBERGLASS PIPE INSULATION.

.10 SCHEDULE:

.1 INSTALL 25MM INSULATION ON ALL DCW, DHW AND DHWR PIPING

5.0 VENTILATION, DUCTWORK, AND ACCESSORIES

5.1 GENERAL

.1 DUCTWORK SHALL BE GALVANIZED STEEL, LOCK FORMING QUALITY, OR FLEXIBLE INSULATED DUCTS FOR E/A IN WASHROOMS. FABRICATE IN ACCORDANCE WITH SMACNA DUCT MANUAL AND ASHRAE HANDBOOKS. DUCTWORK SHALL MEET THE REQUIREMENTS OF NFPA 90A AND 90B

AND CONFORM TO APPLICABLE CODES.

.2 ALL DUCT JOINTS TO BE SEALED. SEALANTS AND GASKETING TO BE WATER RESISTANT, FIRE RESISTIVE, AND COMPATIBLE WITH MATING MATERIALS. NO DUCT TAPE SHALL BE ALLOWED FOR SEALING DUCTS.

.3 PRIOR TO FABRICATION OF DUCTWORK, CHECK ALL CEILING SPACES AND HEIGHTS AND CONFLICTIONS WITH OTHER TRADES.

.4 DUCT SIZES: INSIDE CLEAR DIMENSIONS. FOR ACOUSTICALLY LINED OR INTERNALLY INSULATED DUCTS MAINTAIN SIZES INSIDE DUCTS.

.5 DUCT HANGERS AND SPACING SHALL CONFORM TO SMACNA MANUALS.

.6 PROVIDE ADEQUATELY SIZED ACCESS PANELS TO MANUAL DAMPERS.

.7 ACCESS DOORS: SANDWICH CONSTRUCTION OF SAME MATERIAL AS DUCT, ONE SHEET METAL THICKNESS HEAVIER, MINIMUM 0.6MM THICK WITH SHEET METAL ANGLE FRAME. GASKET TO BE NEOPRENE.

.8 HARDWARE:

1. UP TO 300 X 300 MM: 2 SASH LOCKS C/W SAFETY CHAIN.

2. ACCEPTABLE MATERIAL: NAILOR HART.

3. INSTALL ACCESS DOORS AT DEVICES REQUIRING MAINTENANCE, LOCATIONS REQUIRED BY CODE.

.9 EXHAUST GRILLES:

1. ACCEPTABLE MATERIAL: PRICE 80/F/VCSSAL/B12 EGGCRATE GRILLE WITH ALUMINUM OPPOSED BLADE DAMPER

6.0 PLUMBING FIXTURES AND TRIM

6.1 ACCEPTABLE MANUFACTURERS

.1 ACCEPTABLE MANUFACTURERS OF PLUMBING FIXTURES: AMERICAN STANDARD, CRANE, KOHLER, TOTO.

.2 ACCEPTABLE MANUFACTURERS OF PLUMBING FAUCETS AND TRIM (EXCEPT HANDS-FREE): SYMMONS, TECK, CHICAGO, CRANE, ZURN.

.3 ACCEPTABLE MANUFACTURERS OF HANDS-FREE PLUMBING FAUCETS AND FLUSH VALVES: SLOAN.

.4 ACCEPTABLE MANUFACTURERS OF WATER CLOSET SEATS: OLSONITE, MOLDEX, BEMIS, CENTOCO

.5 ACCEPTABLE MANUFACTURERS OF FIXTURE CARRIERS: SMITH, ZURN, WATTS.

.6 ACCEPTABLE MANUFACTURERS OF MIXING VALVES: POWERS, SYMMONS, LEONARD, LAWLER

6.2 PLUMBING FIXTURES

.1 WATER CLOSET:

1. WC-1: AMERICAN STANDARD CADET 3 RIGHT HEIGHT ELONGATED TOILET 10" ROUGH-IN (MODEL: 270AB.101)

1. C/W AMERICAN STANDARD SEAT WITH SLOW CLOSE SNAP-OFF HINGES (MODEL: 5321.110)

2. VITREOUS CHINA, HIGH EFFICIENCY TOILET (4.8 LPF/1.28 GPF), ADA HEIGHT.

.2 LAVATORIES:

1. LV-1: AMERICAN STANDARD AQUALYN DROP-IN SINK (MODEL: 0476.028)

1. C/W SLOAN SENSOR FAUCET SF2300-CP FCT PED SENSOR HW/B BACKUP. ELECTRONIC SENSOR, 2 LPM, PLUG ADAPTER, BACK-CHECK TEE (MODEL: SF-2300-PLG-TEE-CP-0.5GPM-MLM-IR-FCT)

2. OFFSET P-TRAPS SHALL BE INSTALLED WITH THE RUN OF THE P-TRAP PARALLEL TO AND CLOSE TO WALL.

3. SUPPLIES ON HANDICAP LAVATORIES SHALL BE OFFSET TO ACCOMMODATE THE OFFSET P-TRAP.

4. P-TRAPS, WASTE ARMS AND WATER SUPPLIES AT ALL HANDICAP ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED WITH A MANUFACTURED INSULATION KIT OR 12MM [½"] OF FIBERGLASS INSULATION AND FINISHED WITH A POLYVINYL CHLORIDE JACKET IN A NEAT

AND WORKMANLIKE MANNER.

5. ACCEPTABLE MANUFACTURED PRODUCTS: TRUEBRO 'HANDI LAV-GUARD', BROCAR PRODUCTS INC. 'TRAP WRAP'.

2. LV-2: AMERICAN STANDARD LUCERNE WALL-HUNG LAVATORY (MODEL: 0355.012)

1. C/W SLOAN SENSOR FAUCET SF2300-CP FCT PED SENSOR HW/B BACKUP. ELECTRONIC SENSOR, 2 LPM, PLUG ADAPTER, BACK-CHECK TEE (MODEL: SF-2300-PLG-TEE-CP-0.5GPM-MLM-IR-FCT)

2. C/W WALL HANGER.

3. OFFSET P-TRAPS SHALL BE INSTALLED WITH THE RUN OF THE P-TRAP PARALLEL TO AND CLOSE TO WALL.

4. SUPPLIES ON HANDICAP LAVATORIES SHALL BE OFFSET TO ACCOMMODATE THE OFFSET P-TRAP.

5. P-TRAPS, WASTE ARMS AND WATER SUPPLIES AT ALL HANDICAP ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED WITH A MANUFACTURED INSULATION KIT OR 12MM [½"] OF FIBERGLASS INSULATION AND FINISHED WITH A POLYVINYL CHLORIDE JACKET IN A NEAT

AND WORKMANLIKE MANNER.

6. ACCEPTABLE MANUFACTURED PRODUCTS: TRUEBRO 'HANDI LAV-GUARD', BROCAR PRODUCTS INC. 'TRAP WRAP'.

.3 URINAL:

1. UR-1: AMERICAN STANDARD DECORUM 0.125GPF HIGH EFFICIENCY URINAL (MODEL: 6042.001EC)

1. C/W WALL HANGER.

2. C/W AMERICAN STANDARD SELECTRONIC, TOP SPUD FLUSH VALVE. BATTERY POWERED, 0.125 GPF(MODEL: 6063.013.002)

.4 FLOOR DRAIN:

1. FD-1: ZURN BODY ASSEMBLY W/ TYPE B STRAINER (MODEL: Z415B)

1. DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND "TYPE B" POLISHED NICKEL BRONZE, LIGHT-DUTY HEEL PROOF STRAINER.

.5 INSTALL ALL PLUMBING FIXTURES AS PER MANUFACTURER'S INSTRUCTIONS.


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STANDARD MOUNTING HEIGHTS

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OCCUPANCY SENSOR SWITCH, CEILING MOUNTEDOS

WORK DEFINITION

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EQUIPMENT IDENTIFICATION

RECEPTACLES

DUPLEX RECEPTACLE, 120V

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RECEPTACLE MOUNTED AT COUNTER HIEGHTC

CONTROLS

PUSH BUTTON CONTROL STATION

CARD READERCR

REQUEST TO EXIT DETECTORRE

DOOR CONTACT SWITCHDS

ELECTRIC STRIKEES

ELECTRICAL EQUIPMENT

EQUIPMENT CONNECTION, FILL INDICATES EMERGENCY CIRCUIT

MOTOR CONNECTION

208V OR 240V POWER PANELBOARD

ELECTRICAL SYMBOLS LEGEND

EMERGENCY CALL SYSTEM

TOILET EMERGENCY STATION

DOME LIGHT WITH TONE, WALL MOUNTED

C

RM

RM

RM

UP

UPUP

UP

EX

EX

RM RM

R1

PNL-5A

EX.

UP

R1EX

EX

EX

EX

C

1

C,G

PNL-5A

1

C,G

1

C,G

O

O

2

3

3

F01

F02

F02

F02

F02 F02

F01

R2

EX.

5A-1

5A-2

5A-1

5A-3

5A-3

N

2

2

5

5A-3

4

4

4

4

6

7

8

8

PUSH TO LOCK

PUSH TO LOCK

95A-4

a 2 x 18 AWGb 2 x 22 AWG

WIRE SIZE TAGa

b a

40VA, 24VAC TRANSFORMER

12/24 VDC LINEAR POWER SUPPLY

'ASSISTANCE REQUIRED' LED DOME LIGHT WITH SOUNDER

'PRESS FOR EMERGENCY ASSISTANCE' SWITCH WITH LED ANNUNCIATOR, SOUNDER AND SIGN

DOOR

OPERATOR

120V DEDICATED

CIRCUIT

900

- 11

00 m

m

600 - 1500 mm

900

- 11

00 m

m

a 2 x 18 AWGb 2 x 22 AWGc 6 x 22 AWGd 8 x 22 AWG

WIRE SIZE TAG

c

a

b

b

a

d

GRADE 2 UNIVERSAL ELECTRIC STRIKE

MAGNETIC DOOR CONTACT

'PUSH TO OPEN / LOCK' COMBO SWITCH WITH ENCLOSURE & SIGN

ILLUMINATED PUSH PLATE WITH

ENCLOSURE & SIGN

POWER SUPPLY CABINET WITH 40VA, 24VAC TRANSFORMER





Copyright Reserved


Drawing No.Revision

Project No.

Title

Scale

Client/Project

Client/Project Logo

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File Name: N/A

Consultant

Keynotes


1

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2 3 4 5

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PO Box 1777



5022 49 St, Yellowknife, NT X1A 3R8

ELECTRICAL GENERAL NOTES,

LEGEND AND PLANS

144903195

E001

Worker’s Safety and Compensation

Washroom Renovations WSCC YellowknifeOffice

HRR ADHR 2022.04.30

1. ANY EXISTING WIRING SERVING DEVICES TO REMAIN IN SERVICE, AND WHICH IS INTERRUPTED BY WORK PERFORMED UNDER THIS CONTRACT, SHALL BE REROUTED TO MAINTAIN CIRCUIT CONTINUITY. CONTRACTOR SHALL ASSUME THE RISK OF MAINTAINING EXISTING SYSTEMS EXCEPT RELOCATION OF WIRING OF #2 AWG AND ABOVE SHALL BE CONSIDERED AN ADDITIONAL COST IF NOT SHOWN TO BE RELOCATED. IF SUCH WIRING IS FOUND THE CONTRACTOR SHALL NOTIFY THE OWNER OF WIRING LOCATION, REASON IT MUST BE REMOVED AND COST OF RELOCATION AND RECEIVE THE OWNER'S APPROVAL BEFORE PROCEEDING WITH THE WORK. PRIOR TO COMMENCING WITH DEMOLITION, IDENTIFY ALL POWER, LIGHTING, COMMUNICATION, AND SIGNAL CIRCUITS PASSING THROUGH THE DEMOLITION AREA OR EXTENDING BEYOND THE DEMOLITION AREA. COORDINATE WITH DEMOLITION WORK OF OTHER TRADES.

2. THE EXISTING BUILDING MUST BE KEPT IN OPERATION AT ALL TIMES. MAINTAIN ELECTRICAL SERVICES AND SYSTEMS AT ALL TIMES TO AREAS BEYOND THE CONSTRUCTION AREA AND MAINTAIN CONTINUITY OF FIRE ALARM, LIFE SAFETY AND SECURITY SYSTEMS TO ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT THE CONSTRUCTION PERIOD. PROVIDE TEMPORARY WIRING AND BRANCH CIRCUITING AS NECESSARY TO MAINTAIN OPERATION OF EXISTING CIRCUITS AND SYSTEMS EXTENDING BEYOND REMODEL AREA. ASSUME FULL RESPONSIBILITY FOR ANY DISRUPTION TO EXISTING SERVICES. RECONNECT ANY SERVICES WHICH ARE TO REMAIN, AND WHICH HAVE BEEN DISCONNECTED DURING DEMOLITION OR CONSTRUCTION. ARRANGE WORK IN SUCH A MANNER THAT INTERRUPTIONS IN SERVICES OCCUR ONLY AT PRE-SCHEDULED TIMES. CARRY OUT THE WORK WITH A MINIMUM OF NOISE, DUST AND DISTURBANCE.

3. PERMANENTLY REMOVE ABANDONED ELECTRICAL EQUIPMENT, LIGHTING FIXTURES, ELECTRICAL DEVICES, POWER AND SIGNALING WIRING DEVICES AND ASSOCIATED WIRE, RACEWAYS, AND/OR JUNCTION BOXES. THE REMOVAL OR RELOCATION OF EXISTING ELECTRICAL EQUIPMENT PRESENTLY CONCEALED IN EXISTING CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER PRIOR TO REMOVAL OR RELOCATION. RACEWAYS AND CONDUCTORS SHALL BE REMOVED BACK TO THE SOURCE OR NEAREST REMAINING JUNCTION BOX OR DEVICE AS FAR AS PRACTICAL, OR WHERE COMPLETE REMOVAL NOT PRACTICAL, RENDERED PERMANENTLY SAFE.

4. ANY EXISTING SYSTEM OUTAGES SHALL BE OF MINIMUM DURATION AND AT A TIME ACCEPTABLE TO THE OWNER, ARRANGED A MINIMUM OF 10 WORKING DAYS IN ADVANCE. LONGER NOTICES AND/OR ADDITIONAL RESTRICTIONS PERTAINING TO OUTAGES MAY BE REQUIRED IN SOME INSTANCES, AS PER SPECIFICATIONS. VERIFY PROTOCOL WITH ALL PROJECT STAKEHOLDERS INCLUDING OWNER, TENANT, CONSTRUCTION MANAGER AND/OR USER GROUP(S) AS APPLICABLE.

5. ELECTRICAL EQUIPMENT, FIXTURES, AND/OR DEVICES SCHEDULED TO REMAIN OR TO BE RELOCATED THAT ARE DAMAGED DURING DEMOLITION SHALL BE REPLACED WITH SIMILAR TYPE AS APPROVED BY THE OWNER, AT NO ADDITIONAL CHARGE TO THE OWNER.

6. IN THE EVENT THAT DEMOLITION WORK AFFECTS THE STRUCTURAL SUPPORT OF EXISTING ELECTRICAL EQUIPMENT THAT IS TO REMAIN IN SERVICE, IT SHALL BE RE-SUPPORTED IN ACCORDANCE WITH ALL APPLICABLE CODES. PROVIDE TEMPORARY SUPPORTS WHERE REQUIRED.

7. UNUSED FLUSH MOUNTED DEVICES, OUTLET AND OTHER BOXES IN FINISHED AREAS SHALL BE REMOVED FROM WALL AND THE REMAINING HOLE PATCHED TO MATCH ADJACENT WALL SURFACES. UNUSED RACEWAYS AND SLEEVES SHALL BE CUT FLUSH AT CEILING, FLOOR OR WALL AND FILLED WITH GROUT OR REQUIRED FIRE SEALANT. UNUSED RACEWAYS ABOVE ACCESSIBLE CEILINGS SHALL BE REMOVED.

8. ELECTRICAL MATERIAL SCHEDULED FOR REMOVAL IS TO BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF AS PART OF THIS CONTRACT. ANY ELECTRICAL MATERIAL THE OWNER WISHES TO RETAIN TO BECOME THE PROPERTY OF THE OWNER AND TO BE REMOVED AND PLACED AT A LOCATION ON THE SITE AS DIRECTED BY THE OWNER.

9. THE DEMOLITION DRAWINGS SHOW THE GENERAL SCOPE OF THE DEMOLITION AND NOT EXACT DETAILS OR TOTAL EXTENT. FOR EXACT DETAILS AND TOTAL EXTENT, EACH SERVICE MUST BE CAREFULLY CHECKED ON SITE. BEFORE REMOVING SERVICES FOLLOW THE SERVICE THROUGHOUT TO ENSURE OTHER AREAS OF THE BUILDING ARE NOT AFFECTED.

1. THE PROJECT SCOPE APPLIES TO WASHROOMS LOCATED ON 3RD, 4TH AND 5TH LEVEL OF THE BUILDING, AND THE PLANS SHOWN ARE TYPICAL.

2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM AUTHORITIES HAVING JURISDICTION AND PAY ALL ASSOCIATED FEES.

3. LOCATE JUNCTION AND PULL BOXES AS REQUIRED TO ALLOW ACCESS AFTER EQUIPMENT AND APPURTENANCES ARE INSTALLED. COORDINATE EXACT LOCATIONS WITH THE OTHER TRADES. COORDINATE LOCATIONS AND ELEVATIONS OF ELECTRICAL DEVICES WITH DRAWINGS AND OTHER TRADES PRIOR TO INSTALLATION.

4. PROTECT PERMANENT BUILDING FINISHES FROM DAMAGE DURING CONSTRUCTION PERIOD. PROVIDE PLYWOOD OR SIMILAR MATERIAL UNDER EQUIPMENT OR MATERIALS STORED ON FLOORS, AND IN AREAS WHERE CONSTRUCTION MAY DAMAGE FINISHES. SURFACES OR FINISHES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT THE COST OF THE CONTRACTOR AT FAULT.

5. CONTRACTORS SHALL COORDINATE LOCATIONS OF FIXTURES AND ELECTRICAL DEVICES INSTALLED IN OR ON THE CEILING WITH ARCHITECTURAL REFLECTED CEILING PLAN. CEILING MOUNTED ELECTRICAL DEVICES SHALL BE MOUNTED IN THE CENTER OF THE CEILING TILES, UNLESS OTHERWISE NOTED.

6. WHERE DIRECTED TO USE OR RETAIN EXISTING CIRCUITS, AND THE CIRCUIT NUMBERS DIFFER FROM THE DRAWING, UPDATE DIRECTORIES AND RECORD DRAWINGS. OBSERVE MAXIMUM CIRCUIT LOAD CAPACITIES AS PER CEC ALLOWANCES.

7. PROPERLY SUPPORT PER CODE LOW VOLTAGE CABLING NOT IN CONDUIT. IN AREAS SUCH AS CORRIDORS DESIGNATED FOR NEW CEILINGS AND FINISHES, SUPPORT EXISTING ELECTRICAL DEVICES AND EQUIPMENT IN AND ABOVE THE CEILING, INCLUDING CONDUIT AND CABLING. PROVIDE PROPER PERMANENT SUPPORT AS NEEDED TO COMPLY WITH CODE AND TAKE WEIGHT OFF CEILING SUPPORTS. REMOVE AND REINSTALL ELECTRICAL DEVICES AND EQUIPMENT AS NEEDED FOR PAINTING, WALL COVERINGS, CEILINGS, AND FINISH WORK. REFER TO ARCHITECTURAL DRAWINGS. LOW VOLTAGE CABLING LOCATED IN EXPOSED STRUCTURE (CEILING) AREAS SHALL BE INSTALLED IN CONDUIT AND ROUTED TIGHT TO DECK. INSTALLATIONS NOT IN COMPLIANCE WITH THIS REQUIREMENT SHALL BE REMOVED AND REINSTALLED AT CONTRACTOR'S EXPENSE.

8. WHERE PROJECT PHASING IS INDICATED IN ANY PART OF THE WORKING DOCUMENT PACKAGE, ELECTRICAL CONTRACTOR IS TO PLAN WORK SO AS TO FACILITATE SUCH PHASING.

9. FOR BRANCH CIRCUITS OVER 75’ (25 METERS) IN LENGTH (TOTAL ONE WAY) FROM THE PANEL, THE ELECTRICAL CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND PROVIDE AN APPROPRIATE CONDUCTOR SIZE TO ACHIEVE NO MORE THAN 3% MAXIMUM ALLOWABLE VOLTAGE DROP.

10. DO NOT SCALE THE DRAWINGS; BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS OR OTHER SIMILAR ITEMS WHICH MAY BE REQUIRED TO MAKE A COMPLETE OPERATING SYSTEM. CAREFULLY INVESTIGATE CONDITIONS AFFECTING WORK AND INSTALL WORK IN SUCH MANNER THAT INTERFERENCES BETWEEN PIPES, CONDUITS, DUCTS, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL FEATURES SHALL BE AVOIDED.

PROJECT NOTESDEMOLITION NOTES

1 : 50E001

1 TYPICAL ELECTRICAL DEMOLITION PLAN

1 : 50E001

2 TYPICAL ELECTRICAL UPGRADES PLAN

EXISTING DEVICE SHOWN IN CURRENT LOCATION

EXISTING/NEW DEVICE SHOWN IN NEW LOCATION

REMOVE EXISTING DEVICE

EXISTING DEVICE TO REMAIN

UPGRADE EXISTING DEVICE WITH NEW

PROVIDE NEW DEVICE

R1

R2

RM

EX

UP

N

GENERAL NOTES

ABBREVIATIONS

1 USING AVAILABLE SPACES/SPARES, PROVIDE A NEW 1P-15A BREAKER IN NEARBY 120/208V PANEL TO POWER THE NEW GFCI RECEPTACLE(S).

USE EXISTING POWER CONNECTION LAVATORY FAUCET CONTROL MODULE CONNECTION TO RE-FEED NEW LAVATORY FAUCET CONTROL MODULE(S) IN THE WASHROOM. COORDINATE WITH MECHANICAL AND FOLLOW INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

PROVIDE NEW BARRIER-FREE AUTOMATIC DOOR OPERATOR AND REQUIRED ACCESSORIES. PROVIDE A NEW POWER CONNECTION FROM A NEW 1P-15A BREAKER/SPARE IN NEARBY 120/208V PANEL. INTEGRATE INTO EXISTING DOOR ACCESS CONTROL SYSTEM SUCH THAT DOOR OPERATORS TO ENERGIZE UPON ACCESS IS GRANTED. DOOR TO OPEN WHEN PUSH BUTTON IS PRESSED. FEED UP TO TWO DOOR OPERATORS FROM THE NEW CIRCUIT BREAKER.

PROVIDE A STAND-ALONE TOILET EMERGENCY CALL SYSTEM WITH LOCAL AUDIBLE AND VISIBLE ALARM. PROVIDE ELECTRIFIED DOOR HARDWARE DEVICES AS REQUIRED, TO ENSURE PROPER OPERATION. INTEGRATE SYSTEM WITH MOTORIZED DOOR OPERATORS, WHERE REQUIRED. REFER TO SPECIFICATIONS.

POSSIBLE LOCATION OF EMERGENCY CALL SYSTEM CABINET. COORDINATE ON SITE TO FINALIZE SUITABLE LOCATION AND QUANTITIES.

WHERE MANUAL SWITCH & OCCUPANCY SENSOR ARE SHOWN IN SHARED SPACE, MANUAL SWITCHES SHALL OVERRIDE OCCUPANCY SENSOR.

DOME LIGHT TO ACTIVATE UPON ALARM FROM ANY OF THE TWO WASHROOM STALLS INSIDE.

INTEGRATE EXISTING ELECTRIC STRIKE WITH EMERGENCY CALL SYSTEM.

PROVIDE A NEW 1P-20A BREAKER AND HARDWIRED POWER CONNECTION FOR THE NEW HAND-DRYER. COORDINATE WITH ARCHITECTURAL DIVISION FOR EXACT REQUIREMENTS AND FINAL LOCATION. USE CIRCUITS AS SHOWN.

2

3

2. CONTRACTOR TO VERIFY FIXTURE MOUNTING HEIGHT WITH ARCHITECT BEFORE INSTALLING.

1. FIXTURE FINISH TO BE SELECTED AND VERIFIED BY ARCHITECT.

NOTES

F02 12100-R2-W-D13-45-4-40K-010 WALL ALCON LIGHTING 12100-R2 1796 4000 K 13.5 120-277 V 0-10V DIMMING.

F01 11108-4-D28-40K-010-XX-EM SURFACE ALCON LIGHTING 11108 LOMBARDY 2800 4000 K 28 120-277 V 0-10V DIMMING, C/W EMERGENCY BACKUP BATTERY

LUMENS COLOR WATTS VOLTSTYPE DESCRIPTION MOUNTING MANUFACTURER MODEL

LAMP INPUTCOMMENTS/NOTES

LUMINAIRE SCHEDULE

SCOPE OF RENOVATION DESCRIBED IN TYPICAL PLANS TO BE COMPLETED ON EACH OF THE 3 LEVELS.

DEVICES SHOWN ON UPGRADES PLAN SHALL BE NEW, UNLESS OTHERWISE INDICATED.

CIRCUIT NUMBERS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY AND ARE INTENDED TO INDICATE THE QUANTITY OF CIRCUITS TO BE USED AND/OR WIRING CONNECTIONS. ACTUAL CIRCUIT NUMBER DESIGNATIONS MAY VARY AND ARE TO BE USED AS PER AVAILABLE CIRCUITS IN EXISTING PANELS ON SITE. UPDATE PANEL DIRECTORIES WITH NEW TYPED AND PRINTED TYPE FOR ALL AFFECTED PANELS. WHERE NO CIRCUIT NUMBER IS SHOWN, REUSE EXISTING CIRCUIT.

A.

B.

C.

4

5

6

NTSE001

3 TYPICAL EMERGENCY CALL SYSTEM FOR RESTROOMSNTSE001

4 TYPICAL BARRIER-FREE DOOR CONTROL

MOTORIZED DOOR OPERATION

THE DOOR IS NORMALLY CLOSED AND LOCKED.

AFTER CARD READER SCAN, PRESSING THE EXTERIOR 'PUSH TO OPEN' PUSH PLATE OPENS THE DOOR.

ONCE INSIDE AND THE DOOR IS CLOSED, PRESSING THE ILLUMINATED 'PUSH TO LOCK' PUSH PLATE, CHANGES THE COLOR TO RED AND LOCKS THE DOOR.

TO EXIT, PRESS THE INTERIOR PUSH PLATE TO UNLOCK THE DOOR AND RESET THE SYSTEM.

THE ' PUSH TO LOCK' PUSH PLATE SWITCH ILLUMINATED RING TURNS GREEN AND THE EXTERIOR ' PUSH TO OPEN PUSH PLATE OUTER RING TURNS GREEN.

IF THE DOOR IS OPENED MANUALLY TO EXIT THE RESTROOM, THE OVERHEAD MAGNETIC CONTACT SWITCH RESETS THE SYSTEM

1.

2.

3.

4.

5.

6.

EMERGENCY CALL OPERATION

THE 'PRESS FOR EMERGENCY ASSISTANCE' MUSHROOM PUSH BUTTON IS ACTIVATED BY THE OCCUPANT.

THIS ENERGIZES THE LED ANNUNCIATOR AND SOUNDER WITHIN THE WASHROOM, AND THE DOME LIGHT(S) WITH SOUNDER OUTSIDE THE WASHROOM. ELECTRIFIED DOOR HARDWARE WILL UNLOCK, WHILE DOOR REMAINS CLOSED.

BOTH ANNUNCIATORS WILL BE ENERGIZED UNTIL THE LATCHING MUSHROOM PUSH BUTTON SWITCH IS PULLED OUT.

1.

2.

3.

7

8

9

A ISSUED FOR TENDER HR AD 2022.04.30





Copyright Reserved


Drawing No.Revision

Project No.

Title

Scale

Client/Project

Client/Project Logo

Permit/Seal


File Name: N/A

Consultant

Keynotes


1

A

2 3 4 5

B

C

D

27

-Ap

r-202

2 9

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9 A

M

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/144

903

19

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SCC

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tn_e

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_14

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319

5.r

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PO Box 1777



5022 49 St, Yellowknife, NT X1A 3R8

ELECTRICAL SPECIFICATIONS

144903195

E002

Worker’s Safety and Compensation

Washroom Renovations WSCC YellowknifeOffice

HRR ADHR 2022.04.30

1. DIVISION 26 GENERAL REQUIREMENTS

1.1. GENERAL MATERIALS AND LABOR

1.1.1. PERFORM ELECTRICAL INSTALLATIONS SO AS TO FORM COMPLETE AND OPERATING SYSTEMS. PROVIDE EVERYTHING NECESSARY TO FORM A COMPLETE AND OPERATING SYSTEM EVEN IF NOT SPECIFICALLY CALLED FOR IN THESE DRAWINGS AND SPECIFICATIONS.

1.1.2. ALL INSTALLATIONS ARE TO COMPLY WITH THE CANADIAN ELECTRICAL CODE, THE NATIONAL BUILDING CODE AND THE REQUIREMENTS OF THE LOCAL INSPECTION AUTHORITY HAVING JURISDICTION.

1.1.3. OBTAIN ALL PERMITS REQUIRED BY LOCAL AUTHORITIES PRIOR TO BEGINNING WORK. PROVIDE A FINAL ACCEPTANCE CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY HAVING JURISDICTION UPON COMPLETION OF THE WORK.

1.1.4. SUBMIT TO THE LOCAL INSPECTION DEPARTMENT THE REQUIRED NUMBER OF DRAWING SETS AND INCLUDE IN THIS TENDER ALL COSTS FOR DRAWING PRINTS, PLAN REVIEWS, PERMIT COSTS AND SURVEYS.

1.1.5. NOTIFY THE ENGINEER OF ANY CHANGES REQUESTED BY THE LOCAL INSPECTION AUTHORITY HAVING JURISDICTION PRIOR TO MAKING SAID CHANGES.

1.1.6. THE WORD 'PROVIDE' MEANS THE SUPPLY, DELIVERY AND INSTALLATION OF DEVICE OR EQUIPMENT REFERENCED TO THE LEVEL REQUIRED TO BE COMPLETE AND OPERATIONAL. 'SUPPLY' MEANS TO OBTAIN AND DELIVER TO THE PROJECT SITE, READY FOR UNPACKING ASSEMBLY AND INSTALLATION. 'INSTALL' MEANS THE UNLOADING, UNPACKING, ASSEMBLING, ERECTING, APPLYING, FINISHING, PROTECTING, CLEANING AND SIMILAR OPERATIONS AT THE PROJECT SITE TO COMPLETE ITEMS OF WORK SUPPLIED BY OTHERS.

1.1.7. EXAMINE THE SITE PRIOR TO SUBMITTING TENDER. NO EXTRAS WILL BE PROVIDED FOR WORK THAT WOULD HAVE BEEN EVIDENT UPON A THOROUGH INVESTIGATION OF THE SITE.

1.1.8. PROVIDE COPIES OF THE ENGINEERED DRAWINGS TO LOCAL UTILITY SUPPLY AUTHORITIES. PRIOR TO ORDERING MATERIALS OR PERFORMING WORK, NOTIFY ENGINEER OF ANY REVISIONS TO THE WORK REQUIRED BY UTILITY SUPPLY AUTHORITIES.

1.2. MATERIALS AND WORKMANSHIP

1.2.1. EQUIPMENT AND MATERIAL TO BE NEW AND CERTIFIED BY AN ACCREDITED CERTIFICATION BODY OF THE STANDARDS COUNCIL OF CANADA (SCC). WHERE THERE IS NO ALTERNATIVE TO SUPPLYING EQUIPMENT WHICH IS NOT SCC APPROVED, OBTAIN SPECIAL APPROVAL FROM THE LOCAL INSPECTION AUTHORITY HAVING JURISDICTION AND PAY ALL ASSOCIATED FEES. NOTIFY ENGINEER PRIOR TO SUPPLYING MATERIAL THAT IS NOT SCC APPROVED.

1.2.2. KEEP A COMPETENT FOREMAN AND TRADESMEN QUALIFIED FOR WORK IN THE PROVINCE OR TERRITORY OF THE PROJECT LOCATION AT ALL TIMES DURING WORK IN PROGRESS. ALL WORKERS ON THE SITE ARE TO BE SATISFACTORY TO THE ENGINEER.

1.2.3. OBTAIN CLARIFICATION FROM THE ENGINEER WHERE THE INTENT OF THE DRAWINGS OR SPECIFICATIONS IS NOT CLEAR. MAKE CORRECTIONS TO WORK PERFORMED CONTRARY TO THE INTENT OF THE DRAWINGS OR SPECIFICATIONS AND BEAR ALL COSTS FOR MAKING SAID CORRECTIONS.

1.2.4. COORDINATE ALL WORK DESCRIBED BY THESE DRAWINGS AND SPECIFICATIONS WITH THAT OF OTHER TRADES WORKING ON THE SITE SO AS TO NOT HOLD UP THE PROGRESS OF OTHER TRADES.

1.2.5. NO SUBSTITUTION OF MATERIALS IS PERMITTED WITHOUT THE WRITTEN ACCEPTANCE OF THE ENGINEER 10 DAYS PRIOR TO TENDER CLOSING.

1.3. CUTTING, PATCHING, EXCAVATION & BACKFILLING

1.3.1. ARRANGE AND PAY FOR ALL CUTTING, PATCHING COSTS RELATED TO THE WORK OF THIS CONTRACT.

1.4. ELECTRICAL INSTALLATIONS IN FIRE RATED ASSEMBLIES

1.4.1. ALL PENETRATIONS OF FIRE RATED ASSEMBLIES BY ELECTRICAL BOXES ARE TO BE FULLY WRAPPED AND SEALED WITH AN APPROVED FIRE STOP PUTTY (HILTI CP617 OR EQUAL) SUCH THAT THE PENETRATED MEMBRANE IS MAINTAINED OR TO HAVE SUITABLE MATERIALS (EG. TYPE X GWB) INSTALLED IN WALL CAVITY SUCH THAT THE FIRE RATING IS MAINTAINED BEHIND THE ELECTRICAL BOXES. COORDINATE WITH ARCHITECTURE FOR THE LOCATIONS OF FIRE RATED ASSEMBLIES BUT NOTE THAT, AS A MINIMUM, THESE INCLUDE STAIR SHAFTS, VERTICAL SHAFTS (INCLUDING ELEVATORS), JANITOR'S ROOMS, SERVICE ROOMS.

1.4.2. CABLES THAT ARE INSTALLED WITHIN, OR THAT PENETRATE, FIRE RATED ASSEMBLIES ARE TO HAVE A MINIMUM FT-4 FLAME SPREAD RATING OR BE INSTALLED IN A TOTALLY ENCLOSED NON-FLAMMABLE RACEWAY.

1.4.3. SEAL ALL PENETRATIONS OF FIRE RATED ASSEMBLIES WITH AN ULC-APPROVED FIRE STOP CAULKING OR SYSTEM ACCORDING TO THE REQUIREMENTS OF THE NATIONAL BUILDING CODE OF CANADA WHERE SIZE OR TYPE OF OPENING REQUIRE.

1.5. SUBMITTALS

1.5.1. SUBMIT SHOP DRAWINGS CLEARLY INDICATING DETAILS OF MATERIAL FABRICATION, LAYOUT, DIMENSIONS, CAPACITIES, PERFORMANCE CHARACTERISTICS, CERTIFICATION STANDARDS, WEIGHT, WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION.

1.5.2. PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT INCLUDED. SHOP DRAWINGS SUBMITTED TO THE ENGINEER ARE TO HAVE THE PRIOR APPROVAL STAMPS OF THE CONTRACTOR.

1.5.3. PROVIDE ONE SET OF DRAWINGS TO BE USED AS RECORD DRAWINGS ON SITE. MAINTAIN A DAILY RECORD OF REVISIONS AND ADDITIONS TO THE ORIGINAL WORK. ALL MARKINGS ARE TO BE DONE NEATLY IN A COLOR OTHER THAN BLUE OR GRAY PENCIL.

1.5.4. PROVIDE TO THE ENGINEER THREE (3) COPIES OF OPERATING AND MAINTENANCE MANUALS THREE WEEKS PRIOR TO SUBSTANTIAL COMPLETION. MANUALS ARE TO INCLUDE:.1 INDEX OF CONTENTS.2 HARD PAPER DIVIDERS BETWEEN SECTIONS.3 LIST OF SUPPLIERS WITH ADDRESSES, PHONE NUMBERS AND CONTACTS.4 HEAVY DUTY, 3-POST EXPANDABLE BINDERS WITH EMBOSSED PROJECT TITLE, PROJECT LOCATION, DATE OF

COMPLETION, NAME AND ADDRESS OF CONSULTANTS, NAME AND ADDRESS OF CONTRACTOR.5 CONTRACTOR'S WARRANTY.6 ALL CERTIFICATIONS INCLUDING INSPECTION DEPARTMENT CERTIFICATES, FIRE ALARM VERIFICATION CERTIFICATES

AND ANY OTHER REQUIRED APPROVALS.7 ALL SHOP DRAWINGS SEPARATED BY SECTIONS.8 DESCRIPTION OF SYSTEM OPERATIONS.9 ALL MANUFACTURER'S OPERATING AND MAINTENANCE INFORMATION FOR EACH RELEVANT PIECE OF EQUIPMENT.10 SPARE PARTS LISTING

1.6. TESTING

1.6.1. PROVIDE TO THE ENGINEER THE RESULTS OF ALL TESTS IN WRITTEN FORM.

1.6.2. PERFORM TESTS ON ALL EQUIPMENT AS RECOMMENDED BY THE MANUFACTURER.

1.6.3. MEGGER TEST ALL FEEDERS PRIOR TO ENERGIZING AND ENSURE THAT THE REQUIREMENTS OF THE C.E.C. ARE MET.

1.6.4. TAKE AMMETER READINGS OF ALL MOTORS AND ENSURE THAT CURRENT BALANCE IS SUITABLE AND THAT CURRENT MAGNITUDE DOES NOT EXCEED THE NAMEPLATE RATINGS.

1.6.5. MEASURE LOAD CURRENTS ON ALL PANELBOARDS AND RECONNECT IF LOAD ON ANY ONE PHASE EXCEEDS 15% OF THE AVERAGE OF ALL OTHER PHASES.

1.6.6. TAKE VOLTAGE READINGS AND ADJUST TRANSFORMER TAP SETTINGS IF NECESSARY.

1.6.7. FIRE ALARM VERIFICATION TO MEET CAN/ULC-S537. DESIGN ENGINEER MUST BE PRESENT DURING VERIFICATION. NOTIFY ENGINEER OF VERIFICATION DATE AND TIME AT LEAST 10 DAYS IN ADVANCE.

1.7. WARRANTY

1.7.1. PROVIDE A WRITTEN WARRANTY GUARANTEEING THAT THE WORK PERFORMED WILL BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AND THAT ANY DEFECTIVE WORK OR MATERIAL WILL BE REPAIRED OR REPLACED WITHOUT COST TO THE OWNER DURING THIS PERIOD PROVIDED THAT SUCH FAILURES ARE NOT DUE TO IMPROPER USAGE OR NEGLECT.

1.7.2. THE WARRANTY SHALL STATE THAT THE PERIOD OF GUARANTEE WILL IN NO WAY SUPPLANT ANY OTHER GUARANTEE OF A LONGER PERIOD.

2. PRODUCTS AND EXECUTION

2.1. WIRING AND CONDUIT

2.1.1. BUILDING WIRING TO BE COPPER RW90 XLPE INSTALLED IN EMT CONDUIT OR NMD90 WHERE ALLOWED BY C.E.C, EXCEPT WHERE OTHERWISE INDICATED ON THESE DRAWINGS.

2.1.2. TECK CABLE TO BE RW90, 1000 VOLT, COPPER WITH GROUNDING CONDUCTOR AND ALUMINUM INTERLOCKING ARMOUR. CABLE IS TO BE ROUTED INSIDE SUITABLY SIZED RIGID STEEL CONDUIT WHERE TECK CABLE IS EXPOSED TO MECHANICAL INJURY.

2.1.3. USE LIQUID-TIGHT FLEXIBLE CONDUIT FOR FINAL CONNECTIONS TO ALL MOTORS AND VIBRATING EQUIPMENT.

2.1.4. USE ARMORED CABLE (AC 90) FOR FINAL CONNECTIONS TO ALL MOTORS AND VIBRATING EQUIPMENT.

2.1.5. USE WIRING APPROVED FOR FIRE ALARM INSTALLATIONS FOR FIRE ALARM SYSTEMS. TO BE NEXANS SECUREX II OR EQUAL, COMPLETE WITH INTEGRAL BOND WIRE FT4 RATED, NMS SHEATHING OR FT6 RATED, NMS SHEATHING WHERE USED IN RETURN AIR PLENUMS AND PROVIDED WITH INTERLOCKING ALUMINUM SPIRALED ARMOUR. FIRE ALARM WIRING TO BE INSTALLED IN EMT CONDUIT FOR BUILDINGS OF NON-COMBUSTIBLE CONSTRUCTION, AND BUILDINGS CONTAINING GROUP B OCCUPANCY. FOR BUILDINGS OF COMBUSTIBLE CONSTRUCTION, FIRE ALARM WIRING PERMITTED TO BE INSTALLED AS CABLE ONLY.

2.1.6. USE 2-PAIR, 22 AWG, JKT (STATION Z) WIRING WITH FT4 FLAME SPREAD RATING FOR INTRUSION ALARM SYSTEM.

2.1.7. ENSURE THAT CONDUIT IS DRY PRIOR TO WIRING INSTALLATION. SEAL CONDUIT THAT MAY BECOME EXPOSED TO MOISTURE.

2.1.8. RUN CONDUIT PARALLEL TO BUILDING LINES EXCEPT WHERE SPECIFICALLY INDICATED.

2.1.9. DO NOT CUT STRUCTURAL MEMBERS EXCEPT WHERE SPECIFICALLY INDICATED.

2.1.10. PROVIDE PULL CORD IN ALL EMPTY CONDUIT RUNS THAT EXCEED 3 METERS IN LENGTH OR THE TOTAL SUM OF BENDS EXCEED 90 DEGREES.

2.2. WIRING DEVICES AND FIXTURES

2.2.1. SWITCHES: 20AMP, 120V, SUITABLE FOR #10 WIRING, SINGLE POLE, DOUBLE POLE, THREE-WAY OR FOUR-WAY AS INDICATED ON DRAWINGS. HUBBELL HBL SERIES OR LEVITON 1100 SERIES. COLOR: WHITE OR MATCH WITH EXISTING AREA TYPE.

2.2.2. MOTION SENSOR SWITCH: PASSIVE INFRARED WALL SWITCH SENSOR, 180° FIELD OF VIEW, ADJUSTABLE TIME OUT AND AMBIENT LIGHT, 1200sq.ft (11.5 sq.m) COVERAGE. 120/277 VAC, 60 HZ, 1500 W MAX LOAD. HUBBELL WSS1200 OR EQUAL. COLOR: WHITE OR MATCH WITH EXISTING AREA TYPE.

2.2.3. DUPLEX RECEPTACLES: 125V, 20 AMP GFCI TYPE RECEPTACLE; OR 5-20R PATTERN, 125V, 20A "T-SLOT" GFCI RECEPTACLE. HUBBELL GFRST20 SERIES OR LEVITON GFNL2 SERIES. COLOR: WHITE OR MATCH WITH EXISTING AREA TYPE.

2.2.4. PROVIDE LUMINAIRES AS INDICATED ON LUMINAIRE SCHEDULE. LUMINAIRES TO BE COMPLETE WITH ALL TERMINATIONS AND LAMPS AND ARE TO BE LEFT CLEAN AT PROJECT COMPLETION.

2.3. IDENTIFICATION

2.3.1. LABEL STARTERS, PANELS, MOTOR DISCONNECTS, SWITCHES (EXCEPT FOR STANDARD TYPE) AND SPECIAL EQUIPMENT WITH PERMANENTLY ATTACHED, LAMACOID LABELS INDICATING RELEVANT INFORMATION. LABELS TO HAVE WHITE 13.5 MM (1/2") LETTERING ON BLACK BACKGROUND.

2.4. GROUNDING

2.4.1. PROVIDE GROUNDING INSTALLATIONS NECESSARY TO MEET THE REQUIREMENTS OF THE CURRENT CANADIAN ELECTRICAL CODE AND ADDITIONAL REQUIREMENTS INDICATED ON THESE DRAWINGS OR SPECIFICATIONS.

2.5. ACCESS CONTROL SYSTEM

2.5.1. COORDINATE EXISTING SYSTEM INFORMATION AND REQUIREMENTS ON SITE.

2.5.2. INSTALLATIONS SHALL BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2.5.3. CONTRACTOR SHALL PROVIDE NECESSARY WIRING, DEVICES AND ACCESSORIES TO ENSURE A FULLY FUNCTIONAL SYSTEM UPON COMPLETION.

2.5.4. THE PROJECT SCOPE OF WORK INCLUDES PROVIDING NEW MOTORIZED DOOR OPERATORS TO DOORS WHICH ARE CURRENTLY CONNECTED WITH AN EXISTING ACCESS CONTROL SYSTEM VIA CARD/FOB READERS. CONTRACTOR SHALL ENSURE THAT THE NEW MOTORIZED DOOR OPERATORS ARE INSTALLED SUCH THAT THE MOTORS ARE ENERGIZED AND OPERABLE UPON UNLOCK ACTIVATION, AND DE-ENERGIZED WHEN LOCKED. ADDITIONALLY, CONTRACTOR TO PROVIDE NECESSARY COMPONENTS FOR TIE-IN WITH RESTROOM EMERGENCY CALL SYSTEMS, WHERE SUCH SYSTEMFUNCTIONALITY IS EXPLICITLY OR IMPLICITLY SHOWN ON DRAWINGS.

2.6. BARRIER FREE DOOR CONTROL FOR RESTROOMS

2.6.1. INSTALLATIONS TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DESIGN INTENT. TEST FOR PROPER OPERATION AND ADJUST UNTIL SATISFACTORY RESULTS ARE OBTAINED.

2.6.2. ACCEPTABLE MANUFACTURER: CAMDEN DOOR CONTROLS OR AS MENTIONED HEREIN. SUBSTITUTION OF EQUIVALENTS CAN BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO USE. APPROVALS SHALL BE GRANTED UPON THE DISCRETION OF DESIGNER/ENGINEER.

2.6.3. PERFORMANCE:1. AUTOMATIC DOOR CONTROLS SHALL COMPLY WITH AMERICANS WITH DISABILITY ACT.

a. REGULATORY COMPLIANCE WITH ACCESSIBILITY GUIDELINES (ADAAG) AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARD (UFAS) AS REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ).

2. AUTOMATIC DOOR CONTROLS SHALL COMPLY WITH NATIONAL BUILDING CODE OF CANADA.

3. AUTOMATIC DOOR CONTROLS SHALL COMPLY WITH NFPA NATIONAL FIRE CODE OR INTERNATIONAL FIRE CODE FOR RESTROOM DOORS ACTING AS EGRESS DOORS AS REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ).

2.6.4. PRODUCT: AURA ILLUMINATED PUSH PLATE RESTROOM CONTROL SYSTEM - CX-WC13XFM.

2.6.5. OPERATION:1. THE DOOR IS NORMALLY CLOSED AND EITHER LOCKED OR UNLOCKED. PRESSING THE EXTERIOR 'PUSH TO OPEN' PUSH

PLATE OPENS THE DOOR. ONCE INSIDE AND THE DOOR IS CLOSED, PRESSING THE ILLUMINATED 'PUSH TO LOCK' PUSH PLATE, CHANGES THE COLOR TO RED AND LOCKS THE DOOR. TO EXIT, PRESS THE INTERIOR PUSH PLATE TO UNLOCK THE DOOR AND RESET THE SYSTEM. THE 'PUSH TO LOCK' PUSH PLATE SWITCH ILLUMINATED INDICATOR TURNS GREEN AND THE EXTERIOR 'PUSH TO OPEN' PUSH PLATE ILLUMINATED INDICATOR TURNS GREEN. IF THE DOOR IS OPENED MANUALLY TO EXIT THE RESTROOM, THE OVERHEAD MAGNETIC CONTACT SWITCH RESETS THE SYSTEM.

2. STATUS: NORMALLY UNLOCKED. FAIL SAFE ELECTRIC STRIKE.

2.6.6. COMPONENTS:1. THE FOLLOWING ITEMS ARE GENERALLY PART OF THE CX-WC13XSM-PS EQUIPMENT PACKAGE:

a. CX-33PS ADVANCED LOGIC CONTROL RELAY AND 2 AMP POWER SUPPLY IN PRE-WIRED METAL CABINET.

b. CM-2520/4854SE1 COMBO PUSH PLATE SWITCH, SURFACE ENCLOSURE AND SIGN. CM-2520/48 ‘PUSH TO OPEN’AND ‘PUSH TO LOCK’ COMBO PUSH PLATE ACTIVATION (WALL) SWITCH, STAINLESS STEEL CONSTRUCTION, WITH DEBOSSED, PAINT FILLED GRAPHICS (BLUE AND RED), CM-54I SURFACE ILLUMINATED PUSH PLATE SWITCH FLUSH ENCLOSURE, GREEN/RED, AND WITH SELECTABLE 12/24V, AC/DC, BUILT-IN 85DB SOUNDER, MAX 110mA CURRENT DRAW AND FORM ‘C’ CONTACT RATED 3 AMP @ 30VDC, AND CM-SE1 DOUBLE SIDED SIGN ‘DOOR LOCKED WHEN RED’ / ‘UNLOCKED WHEN GREEN‘.

c. CM-45/454SE1 WITH CM-45/4 FLUSH MOUNT 4-1/2 INCHES (114 mm) ACTIVATION (WALL) SWITCH, STAINLESS STEEL CONSTRUCTION, N/O CONTACTS RATED 15 AMPS @ 30VDC, DEBOSSED AND PAINT FILLED ‘WHEELCHAIR SYMBOL AND PUSH TO OPEN’ GRAPHICS, CM-54I SURFACE ILLUMINATED PUSH PLATE SWITCH ENCLOSURE, GREEN/RED, WITH SELECTABLE 12/24V, AC/DC, BUILT-IN 85DB SOUNDER, MAX 110mA CURRENT DRAW AND FORM ‘C’ CONTACT RATED 3 AMP @ 30VDC AND CM-SE1 DOUBLE SIDED SIGN, ‘OCCUPIED WHEN RED’ / ‘VACANT WHEN GREEN’.

d. CX-MDA SURFACE MOUNT SPST N/C DOOR CONTACT.

e. CX-ED2079 ELECTRIC STRIKE, GRADE 2 ‘UNIVERSAL’ STRIKE FOR CYLINDRICAL LOCKSETS C/W 3 FACEPLATES, 12/24V AC/DC, SELECTABLE FAIL SAFE/FAIL SECURE. THE STRIKE SHALL HAVE HORIZONTAL FACEPLATE ADJUSTMENT.

2. THE FOLLOWING ITEM IS REQUIRED (AS SHOWN ON DRAWINGS), BUT NOT INCLUDED IN CX-WC13FM-PS EQUIPMENT PACKAGE: COMPATIBLE DOOR OPERATOR.

2.7. EMERGENCY CALL SYSTEM FOR RESTROOMS

2.7.1. INSTALLATIONS TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DESIGN INTENT. TEST FOR PROPER OPERATION AND ADJUST UNTIL SATISFACTORY RESULTS ARE OBTAINED.

2.7.2. ACCEPTABLE MANUFACTURER: CAMDEN DOOR CONTROLS OR AS MENTIONED HEREIN. SUBSTITUTION OF EQUIVALENTS CAN BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO USE. APPROVALS SHALL BE GRANTED UPON THE DISCRETION OF DESIGNER/ENGINEER.

2.7.3. PERFORMANCE:1. EMERGENCY CALL SYSTEM SHALL COMPLY WITH THE LATEST REQUIREMENTS OF APPLICABLE CODES AND

STANDARDS, INCLUDING BUT NOT LIMITED TO CSA B651.

2. EMERGENCY CALL SYSTEM SHALL BE DESIGNED TO PROVIDE A WASHROOM OCCUPANT WITH THE ABILITY TO REQUEST EMERGENCY ASSISTANCE, TO RECEIVE VISUAL AND AUDIBLE CONFIRMATION THAT THEIR REQUEST HAS BEEN MADE, AND VISUAL AND AUDIBLE NOTIFICATION TO BUILDING STAFF AND OCCUPANTS OUTSIDE THE RESTROOM OF AN EMERGENCY CONDITION.

2.7.4. PRODUCT: EMERGENCY CALL SYSTEMS FOR UNIVERSAL & BARRIER FREE RESTROOMS - CX-WEC10K2.

2.7.5. OPERATION:1. THE ' PRESS FOR EMERGENCY ASSISTANCE' MUSHROOM PUSH BUTTON IS ACTIVATED BY THE OCCUPANT. THIS

ENERGIZES THE LED ANNUNCIATOR AND SOUNDER WITHIN THE WASHROOM, AND THE DOME LIGHT WITH SOUNDER OUTSIDE THE WASHROOM. BOTH ANNUNCIATORS WILL BE ENERGIZED AND ELECTRIFIED DOOR HARDWARE WILL BE UNLOCKED UNTIL THE LATCHING MUSHROOM PUSH BUTTON SWITCH IS PULLED OUT.

2.7.6. COMPONENTS:1. THE FOLLOWING ITEMS ARE GENERALLY PART OF THE CX-WEC10K2 EQUIPMENT PACKAGE:

a. CM-AF540SO ‘PRESS FOR EMERGENCY ASSISTANCE’ SWITCH, ‘PUSH/PULL’ OPERATION WITH HEAVY GAUGE STAINLESS STEEL FACEPLATE, 1-5/8” (41.27mm) VANDAL RESISTANT RED BUTTON, N/O AND N/C CONTACTS, RATED 10 AMP @ 30VDC AND PERMANENTLY LASER ETCHED GRAPHICS (BLACK) WITH SINGLE GANG LED ANNUNCIATOR WITH ADJUSTABLE SOUNDER, RATED 85DB AT 4 INCHES (102 mm), WEATHER AND VANDAL RESISTANT CONSTRUCTION, BRUSHED STAINLESS STEEL FACEPLATE, WITH ' ASSISTANCE REQUESTED'. ‘WHITE OUT’ TEXT SHALL NOT BE LEGIBLE UNLESS THE ANNUNCIATOR IS ENERGIZED.

b. CM-AF141SO: SINGLE GANG LED DOME LIGHT WITH ADJUSTABLE PIEZO SOUNDER, RATED 93DB AT 3 FEET (1 METER), WEATHER (INDOOR/OUTDOOR) AND VANDAL RESISTANT CONSTRUCTION, WHITE. 180 DEGREE VISIBILITY WITH ‘ASSISTANCE REQUIRED' TEXT PRINTED ON TWO SIDES OF LENS.

c. CM-SE21A: SIGN, TO BE LOCATED ABOVE THE ACTIVATION SWITCH, 1/16 INCH (1.6 mm), 6 INCHES H X 10-5/8 INCHES W, (152 mm X 270 mm), FIRE RATED EXPANDED PVC WHITE WITH, 1 INCH (25 mm) RED LETTERING. TEXT SHALL BE; 'IN THE EVENT OF AN EMERGENCY PUSH EMERGENCY BUTTON AND AUDIBLE AND VISUAL SIGNAL WILL ACTIVATE'.

2. THE FOLLOWING ITEMS ARE REQUIRED, BUT NOT INCLUDED IN CX-WC11 EQUIPMENT PACKAGE: CX-PS13 12/24V LINEAR POWER SUPPLY AND CX-TRX-4024 UL LISTED 40VA TRANSFORMER.

A ISSUED FOR TENDER HR AD 2022.04.30

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Appendix E Contract

Retrofit Contract Project Name: Location: Project Number: Contract Number: Workers’ Safety and Compensation Commission

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TABLE OF CONTENTS Articles of Agreement 1-4 A1 Contract Documents 1 A2 Date of Completion of Work and Description of Work 2 A3 Contract Amount 2 A5 Financial Administration Act 1987 – Part IX, Section 93 (5) 4 Terms of Payment 1-4 TP1 Amount Payable - General 1 TP2 Amount Payable -To the Contractor 1 TP3 Amount Payable - To the WSCC 1 TP4 Time of Payment TP5 Progress Report & Payment Thereunder Not Binding on the WSCC 3 TP6 Delay in Making Payment 3 TP7 Right of Set-Off 4 TP8 Payment in Event of Termination 4 General Terms and Conditions

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ARTICLES OF AGREEMENT

These Articles of Agreement made effective on the ___ day of _______________ , 2022

BETWEEN:

WORKERS’ SAFETY AND COMPENSATION COMMISSION (the “WSCC”)

OF THE FIRST PART

AND:

Contractor Name (the “Contractor”)

OF THE SECOND PART

Witness that in consideration for the mutual promises and obligations contained in the Contract, the WSCC and the Contractor covenant and agree as follows: A1 CONTRACT DOCUMENTS 1.1 Subject to A1.4 and A1.5 the documents forming the contract between the WSCC and the

Contractor, referred to herein as the contract documents, are these Articles of Agreement and all of those documents referred to in Appendix A of the Tender and:

1.1.1 any Addenda issued during the Tender period; 1.1.2 any amendment or variation of the Contract documents that is made in accordance with

the General Conditions.

1.2 The WSCC hereby designates_________________________ as the WSCC's Representative for Purposes of the Contract.

1.3 In the contract:

1.3.1 "Fixed Price Arrangement" means that part of the contract that prescribes a lump sum as payment for performance of the work to which it relates; and

1.3.2 "Unit Price Arrangement" means that part of the contract that prescribes the product of a

price multiplied by a number of units of measurement of a class as payment for performance of the work to which it relates.

1.4 Any of the provisions of the Contract that are expressly stipulated to be applicable only to a Unit

Price Arrangement are not applicable to any part of the work to which a Fixed Price Arrangement is applicable.

1.5 Any of the provisions of the contract that are expressly stipulated to be applicable only to a Fixed

Price Arrangement are not applicable to any part of the work to which a Unit Price Arrangement is applicable.

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A2 DATE OF COMPLETION OF WORK AND DESCRIPTION OF WORK

2.1 The Contractor shall, between the effective date of these Articles of Agreement and the_______ day of_____________ , 20__ , in a careful and workmanlike manner, diligently perform and complete the Work described in the Drawings and Specifications.

A3 CONTRACT AMOUNT 3.1 Subject to any increase, decrease, deduction, reduction or set-off that may be made under the

contract, the WSCC shall pay the Contractor at the times and in the manner that is set out or referred to in the Agreement:

3.1.1 The sum of $_______ in consideration for the performance of the Work or

the part thereof that is subject to a Fixed Price Arrangement. A4 FINANCIAL ADMINISTRATION ACT, S.N.W.T. 2015, c. 13 – Section 97 The attention of the Contractor is drawn to the following statutory provision: "It is a condition of every contract and other agreement made by or on behalf of Government requiring an expenditure that an expenditure pursuant tot eh contractor of agreement will be incurred only if there is a sufficient uncommitted balance in the appropriation for the department for the Government fiscal year in which the expenditure is required under the contract of agreement." SIGNED, SEALED AND DELIVERED in the presence of: Contractor Contractor’s Full Legal Business Name and Address: _________________________________________________ __________________________________________________ __________________________________________________ Phone Number: ________________ Facsimile Number: ________________ Email Address: ___________________________________ _______________________________________ Signature ___________________________________ _________________ Name Date ___________________________________

Seal

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Title ___________________________________ Witness Signature ___________________________________ Witness Name ___________________________________ Witness Title WSCC WSCC’s Full Business Name and Address: __________________________________________________ __________________________________________________ __________________________________________________ Phone Number: ________________ Facsimile Number: ________________ Email Address: ___________________________________ ___________________________________ ______________________________ Signature Date ___________________________________ _______________________________ Name Witness ___________________________________ _______________________________ Title Title

END OF ARTICLES OF AGREEMENT

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TERMS OF PAYMENT TP1 AMOUNT PAYABLE - GENERAL

1.1 Subject to any other provisions of the contract, the WSCC shall pay the Contractor, at the

times and in the manner hereinafter set out, the amount by which: 1.1.1 the aggregate of the amounts described in TP2 exceeds 1.1.2 the aggregate of the amounts described in TP3, and

the Contractor shall accept that amount as payment in full satisfaction for everything furnished and done by him in respect of the work to which the payment relates.

TP2 AMOUNT PAYABLE TO THE CONTRACTOR

2.1 The amounts referred to in TP1.1.1 are the aggregate of:

2.1.1 the amounts referred to in the Articles of Agreement, and 2.1.2 the amounts, if any, that are payable to the Contractor pursuant to the General

Conditions.

TP3 AMOUNTS PAYABLE TO THE WSCC

3.1 The amounts referred to in TP1.1.2 are the aggregate of the amounts, if any, that the Contractor is liable to pay the WSCC pursuant to the Contract.

3.2 When making any payment to the Contractor, the failure of the WSCC to deduct an

amount referred to in TP3.1, from an amount referred to in TP2 shall not constitute a waiver of the right to do so, or an admission of lack of entitlement to do so in any subsequent payment to the Contractor.

TP4 TIME OF PAYMENT

4.1 For the purposes of these Terms of Payment, "payment period" means a period of 30 consecutive days or such other interval as is agreed to in writing between the Contractor and the WSCC.

4.2 The Contractor shall, on the expiration of a payment period, deliver to the WSCC in

respect of that payment period a written progress claim that fully describes any part of the Work that has been completed, and any material that was delivered to the work site but not incorporated into the Work, during that payment period. The Contractor shall, with the submission of each progress claim, deliver to the WSCC a statutory declaration as described in TP4.7.

4.3 The WSCC shall, not later than ten days after receipt of a progress claim referred to in

TP4.2: 4.3.1 inspect the part of the work and the material described in the progress claim, and

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4.3.2 issue a progress report, which may take the form of an endorsement on the progress claim, a copy of which will be given to the Contractor, that indicates the value of the part of the Work and the material described in the progress claim that, in his opinion: 4.3.2.1 is in accordance with the contract, and 4.3.2.2 was not included in any other progress report relating to the Contract.

4.4 Subject to TP1, the WSCC shall pay the Contractor in accordance with applicable statutes the amounts stipulated hereunder. Claims from Contractors will become due and payable 30 day after receipt by the WSCC of the claim specified in TP4.2:

4.4.1 an amount that is equal to 95% of the value that is indicated in that

progress report if a labour and material payment bond has been furnished by the Contractor, or

4.4.2 an amount that is equal to 90% of the value that is indicated in that

progress report if a labour and material payment bond has not been furnished by the Contractor.

4.5 Subject to TP1 and TP4.6, the WSCC shall, not later than 30 days after the date of issue

of a Substantial Certificate of Completion referred to in GC43.2, pay the Contractor the amount referred to in TP1 less the aggregate of:

4.5.1 the sum of all payments that were made pursuant to TP4.4, 4.5.2 an amount that is equal to the WSCC's estimate of the cost to the WSCC of

rectifying defects described in the Substantial Certificate of Completion, and

4.5.3 an amount that is equal to the WSCC's estimate of the cost to the WSCC of completing the parts of the work described in the Substantial Certificate of Completion other than the defects referred to in TP4.5.2.

4.6 It is a condition precedent to the WSCC's obligation under TP4.5 that:

4.6.1 the Contractor has made and delivered to the WSCC a statutory declaration described in TP4.7 in respect of a Substantial Certificate of Completion referred to in GC43.2

4.7 A statutory declaration referred to in TP4.6 and TP4.9 shall be submitted on the attached

form. Substitutes will not be accepted.

4.8 Subject to TP1 and TP4.9, the WSCC shall, not later than 30 days after the date of issue of a Final Certificate of Completion referred to in GC43.1, pay the Contractor the amount referred to in TP1 less the aggregate of:

4.8.1 the sum of all payments that were made pursuant to TP4.4, and

4.8.2 the sum of all payments that were made pursuant to TP4.5.

4.9 It is a condition precedent to the WSCC's obligation under TP4.8 that the Contractor has

made and delivered a statutory declaration to the WSCC as described in TP4.7 in respect of a Final Certificate of Completion referred to in GC43.1.

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TP5 PROGRESS REPORT AND PAYMENT THEREUNDER NOT BINDING ON THE WSCC

Neither a progress report referred to in TP4.3 nor any payment made by the WSCC pursuant to these Terms of Payment shall be construed as an admission by the WSCC that the Work, material or any part thereof is complete, is satisfactory or is in accordance with the contract.

TP6 DELAY IN MAKING PAYMENT

6.1 Notwithstanding GC6 any delay by the WSCC in making any payment when it is due pursuant to these Terms of Payment shall not be a breach of the contract by the WSCC.

6.2 The Contractor shall not be entitled to receive interest on any other amount that is unpaid

including, without limitation, an amount that is calculated in accordance with GC49. TP7 RIGHT OF SET-OFF

7.1 Without limiting any right of set-off or deduction given or implied by law or elsewhere in the contract, the WSCC may set-off any amount payable to the WSCC by the Contractor under this contract or under any current contract against any amount payable to the Contractor under this contract or under any current contract.

7.2 For the purposes of this Terms of Payment, "current contract", means a contract between

the WSCC and the Contractor:

7.2.1 under which the Contractor has an undischarged obligation to perform or supply work, labour or material, or

7.2.2 in respect of which the WSCC has, since the date on which the Articles of

Agreement were made, exercised any right to take the work that is subject of the contract out of the Contractor's hands.

TP8 PAYMENT IN EVENT OF TERMINATION

8.1 If the contract is terminated pursuant to GC40, the WSCC shall pay the Contractor any amount that is lawfully due and payable to the Contractor as soon as is practicable under the circumstances.

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TABLE OF CONTENTS GENERAL TERMS AND CONDITIONS

GC1 INTERPRETATION GC2 SUCCESSORS AND ASSIGNS

GC3 ASSIGNMENT OF CONTRACT GC4 SUBCONTRACTING BY CONTRACTOR GC5 AMENDMENTS GC6 NO IMPLIED OBLIGATIONS GC7 TIME IS OF THE ESSENCE GC8 INDEMNIFICATION BY CONTRACTOR GC9 INDEMNIFICATION BY THE WSCC GC10 NOTICES GC11 MATERIAL, PLANT AND REAL PROPERTY SUPPLIED BY

THE WSCC GC12 MATERIAL, PLANT AND REAL PROPERTY BECOME

THE PROPERTY OF THE WSCC GC13 MUNICIPAL PERMITS GC14 PERFORMANCE OF WORK UNDER DIRECTION OF ENGINEER GC15 COOPERATION WITH OTHER CONTRACTORS GC16 EXAMINATION OF WORK GC17 CLEARING OF SITE GC18 CONTRACTOR'S SUPERINTENDENT GC19 NATIONAL SECURITY GC20 UNSUITABLE WORKERS GC21 INCREASED OR DECREASED COSTS GC22 LABOUR AND MATERIAL GC23 PROTECTION OF WORK AND DOCUMENTS GC24 PUBLIC CEREMONIES AND SIGNS GC25 PRECAUTIONS AGAINST DAMAGE, INFRINGEMENT OF

RIGHTS, FIRE AND OTHER HAZARDS GC26 CONTRACT SECURITY GC27 OBLIGATION TO PROVIDE CONTRACT SECURITY GC28 PRESCRIPTION OF ACCEPTIBLE CONTRACT SECURITY GC29 CHANGES IN THE WORK GC30 INTERPRETATION OF CONTRACT BY ENGINEER GC31 WARRANTY AND RECTIFICATION OF DEFECTS IN WORK GC32 NON-COMPLIANCE BY CONTRACTOR GC33 PROTESTING ENGINEER'S DECISIONS GC34 CHANGES IN SOIL CONDITIONS AND NEGLECT OR DELAY BY THE WSCC GC35 EXTENSION OF TIME GC36 ASSESSMENTS AND DAMAGES FOR LATE COMPLETION GC37 TAKING THE WORK OUT OF THE CONTRACTOR'S HANDS GC38 EFFECT OF TAKING THE WORK OUT OF THE CONTRACTOR'S HANDS GC39 SUSPENSION OF WORK GC40 TERMINATION OF CONTRACT GC41 CLAIMS AGAINST AND OBLIGATIONS OF THE CONTRACTOR OR

SUBCONTRACTOR GC42 SECURITY DEPOSIT - FORFEITURE OR RETURN GC43 ENGINEER'S CERTIFICATES GC44 RETURN OF SECURITY DEPOSIT

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GC45 CLARIFICATION OF TERMS IN GC46 TO GC49 GC46 ADDITIONS OR AMENDMENTS TO UNIT PRICE TABLE GC47 DETERMINATION OF COST - UNIT PRICE TABLE GC48 DETERMINATION OF COST PRIOR TO UNDERTAKING WORK - LUMP SUM GC49 DETERMINATION OF COST FOLLOWING COMPLETION OF WORK GC50 RECORDS TO BE KEPT BY CONTRACTOR GC51 APPLICABLE LAWS GC52 ACCESS TO INFORMATION ACT GC53 HARASSMENT FREE AND RESPECTFULWORKPLACE POICY GC54 CONTRACTOR STATUS GC55 HUMAN REMAINS, ARCHAEOLOGICAL REMAINS AND ITEMS OF

HISTORICAL OR SCIENTIFIC INTEREST GC56 CONTAMINATED SITE CONDITIONS GC57 INSURANCE GC58 COMPREHENSIVE GENERAL LIABILITY GC59 AUTOMOBILE LIABILITY INSURANCE GC60 WORKERS COMPENSATION COVERAGE GC61 APPOINTMENT OF REFEREE GC62 INTELLECTUAL PROPERTY GC63 CRIMINAL RECORDS CHECK

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GENERAL TERMS AND CONDITIONS

GC1 INTERPRETATION 1.1 In the Contract:

1.1.1 where reference is made to a part of the contract by means of numbers preceded by

letters, the reference shall be construed to be a reference to the particular part of the contract that is identified by that combination of letters and numbers and to any other part of the contract referred to therein.

1.1.2 "Contract" means the contract documents referred to in the Articles of Agreement.

1.1.3 "contract security" means any security given by the Contractor to the WSCC in

accordance with the Contract.

1.1.4 "Engineer" means the officer or employee of the WSCC who is designated pursuant to the Articles of Agreement and includes a person specially authorized by the Engineer to perform, on the Engineer's behalf, any of the Engineer's functions under the contract and is so designated in writing to the Contractor.

1.1.5 “Drawings” are the graphic and pictorial portions of the contract documents, wherever

located and whenever issued, showing the deigns, location and dimensions of the Work, generally including plans, elevations, sections, details, and diagrams.

1.1.6 "material" includes all commodities, articles and things required to be furnished by or for

the Contractor under the contract for incorporation into the Work.

1.1.7 "person" includes, unless there is an express stipulation in the contract to the contrary, any partnership, proprietorship, firm, joint venture, consortium, corporation.

1.1.8 "plant" includes all animals, tools, implements, machinery, vehicles, buildings, structures,

equipment and commodities, articles and things other than material, that are necessary for the due performance of the contract.

1.1.9 "subcontractor" means a person to whom the Contractor has, subject to GC4,

subcontracted the whole or any part of the work.

1.1.10 "substantial performance" as defined in the lien legislation applicable to the Place of Work. If such legislation is not in force, is not applicable or does not contain such definition, substantial performance shall have been reached when work is ready for use or is being used for the purpose intended and is so certified by the Engineer.

1.1.11 "superintendent" means the employee of the Contractor who is designated by the

Contractor to act pursuant to GC18.

1.1.12 "Work" includes, subject only to any express stipulation in the Contract to the contrary, everything that is necessary to be done, furnished or delivered by the Contractor to perform the Contract.

1.2 The headings in the Contract documents, other than in the Drawings and Specifications, form no

part of the contract but are inserted for convenience of reference only. 1.3 In interpreting the contract, in the event of discrepancies or conflicts between anything in the

Plans and Specifications and the General Conditions, the General Conditions govern.

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1.4 In interpreting the Plans and Specifications, in the event of discrepancies or conflicts between:

1.4.1 the Plans and Specifications, the Specifications govern.

1.4.2 the Plans, the Plans drawn with the largest scale govern. 1.4.3 figured dimensions and scaled dimensions, the figured dimensions govern; AND 1.4.4 Later dated documents shall govern over earlier documents of the same type.

GC2 SUCCESSORS AND ASSIGNS 2.1 The contract shall inure to the benefit of and be binding upon the parties hereto and their lawful

heirs, executors, administrators, successors and assigns. GC3 ASSIGNMENT OF CONTRACT 3.1 The contract may not be assigned by the Contractor, either in whole or in part, without the written

consent of the WSCC. GC4 SUBCONTRACTING BY CONTRACTOR 4.1 Subject to this General Condition, the Contractor may subcontract any part of the work so long as

such subcontracting is consistent with the information provided through Tender Appendix B. 4.2 The Contractor shall notify the Engineer of his intention to subcontract. (Tender Appendix B-1) 4.3 A notification referred to in GC4.2 shall identify the part of the work, and the subcontractor with

whom it is intended to subcontract. 4.4 The Engineer may, within six days of receipt of a notification referred to in GC4.2, object to the

intended subcontracting. 4.5 If the Engineer objects to a subcontracting pursuant to GC4.4, the Contractor shall not enter into

the intended subcontract. 4.6 The Contractor shall not, without the written consent of the WSCC change a subcontractor who

has been engaged by him in accordance with this General Condition and the Tender Form. 4.7 All the terms and conditions of this contract that are of a general application shall be incorporated

in every other contract, except those contracts issued solely for the supply of plant or material, issued as a consequence of this contract.

4.8 Neither a subcontracting nor the Engineer's consent to a subcontracting by the Contractor shall

be construed to relieve the Contractor from any obligation under the contract or to impose any liability upon the WSCC.

GC5 AMENDMENTS 5.1 No amendment or change in any of the provisions of the contract shall have any force or effect

until it is reduced to writing. GC6 NO IMPLIED OBLIGATIONS 6.1 No implied terms or obligations of any kind by or on behalf of the WSCC shall arise from anything

in the contract and the express covenants and agreements therein contained and made by the

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WSCC are the only covenants and agreements upon which any rights against the WSCC are to be founded.

6.2 The Contact supersedes all communications, negotiations and agreements, either written or oral,

relating to the Work that was made prior to the date of the Contract. GC7 TIME OF ESSENCE 7.1 Time is of the essence of the Contract. GC8 INDEMNIFICATION BY CONTRACTOR

8.1 The Contractor shall defend, indemnify and hold harmless the WSCC, its Governance Council

members, officers, employees, servants and agents from and against all claims, actions, causes of action, demands, costs, losses, damages, expenses, suits or other proceedings by whomever made, brought or prosecuted in any manner based upon or related wholly or partially to the acts or omissions of the Contractor in its performance of this Agreement. The obligation to indemnify and hold harmless shall not apply to the extent that a court of competent jurisdiction finally determines that such losses or damages were caused by the intentional or negligent acts or omissions of the WSCC, its Governance Council members, officers, employees, servants or agents.

GC9 INDEMNIFICATION BY THE WSCC 9.1 The WSCC shall, subject to any law that affects the WSCC's rights, powers, privileges or

obligations, indemnify and save the Contractor harmless from and against all claims, demands, losses, costs, damage, actions, suits or proceedings arising out of his activities under the contract that are directly attributable to: 9.1.1 lack of or a defect in the WSCC's title to the work site whether real or alleged, or 9.1.2 an infringement or an alleged infringement by the Contractor of any patent of invention or

any other kind of intellectual property occurring while the Contractor was performing any act for the purposes of the contract employing a model, plan or design or any other thing related to the work that was supplied by the WSCC to the Contractor.

GC10 NOTICES 10.1 Any notice, consent, order, decision, direction or other communication, other than a notice

referred to in GC10.4, that may be given to the Contractor pursuant to the contract may be given as per 10.2.

10.2 Any notice, consent, order, decision, direction or other communication required to be given in

writing, to any party pursuant to the contract shall, subject to GC10.4, be deemed to have been effectively given:

10.2.1 to the Contractor, if delivered personally to the Contractor or the Contractor's

Superintendent, or forwarded by courier, mail, e-mail, or facsimile to the Contractor at the address set out in Articles of Agreement.

10.2.2 to the WSCC, if delivered personally to the Engineer, or forwarded by mail, courier, e-

mail, or facsimile to the Engineer at the address set out in the Articles of Agreement. 10.3 Any such notice, consent, order, decision, direction or other communication given in accordance

with GC10.2 shall be deemed to have been received by either party:

10.3.1 if delivered personally, on the day that it was delivered.

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10.3.2 if forwarded by mail or courier, on the earlier of the day it was received and the sixth day after it was mailed.

10.3.3 if forwarded by e-mail or facsimile, 24 hours after it was transmitted.

10.4 A notice given under GC37, GC39 and GC40, if delivered personally, shall be delivered to the

Contractor if the Contractor is doing business as a sole proprietor or, if the Contractor is a partnership or corporation, to an officer thereof.

GC11 MATERIAL, PLANT AND REAL PROPERTY SUPPLIED BY THE WSCC 11.1 Subject to GC11.2 the Contractor is liable to the WSCC for any loss or damage to material, plant

or real property that is supplied or placed in the care, custody and control of the Contractor by the WSCC for use in connection with the contract, whether or not that loss or damage is attributable to causes beyond the Contractor's control.

11.2 The Contractor is not liable to the WSCC for any loss or damage to material, plant or real

property referred to in GC11.1 if that loss or damage results from and is directly attributable to reasonable wear and tear.

11.3 The Contractor shall not use any material, plant or real property referred to in GC11.1 except for

the purpose of performing this contract. 11.4 When the Contractor fails to make good any loss or damage for which he is liable under GC11.1

within a reasonable time after being required to so by the Engineer, the Engineer may cause the loss or damage to be made good at the Contractor’s expense, and the Contractor shall thereupon be liable to the WSCC for the cost thereof and shall, on demand, pay to the WSCC an amount equal to that cost.

11.5 The Contractor shall keep such records of all material, plant and real property referred to in

GC11.1 as the Engineer from time to time requires and shall satisfy the Engineer, when requested, that such material, plant and real property are at the place and in the condition in which they ought to be.

GC12 MATERIAL, PLANT AND REAL PROPERTY BECOME THE PROPERTY OF THE WSCC 12.1 All material and plant and the interest of the Contractor in all real property, licenses, powers and

privileges purchased, used or consumed by the Contractor for the contract shall, after the time of their purchase, use or consumption be the property of the WSCC for the purposes of the work and they shall continue to be the property of the WSCC.

12.1.1 In the case of material until the Engineer indicates that he is satisfied that it will not be

required for the work.

12.1.2 In the case of plant, real property, licenses, powers and privileges, until the Engineer indicates that he is satisfied that the interest vested in the WSCC therein is no longer required for the purposes of the work.

12.2 Material or plant that is the property of the WSCC by virtue of GC12.1 shall not be taken away

from the work site or used or disposed of except for the purposes of the work without the written consent of the Engineer.

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12.3 The WSCC is not liable for loss of or damage from any cause to the material or plant referred to in GC12.1 and the Contractor is liable for such loss or damage notwithstanding that the material or plant is the property of the WSCC.

GC13 MUNICIPAL PERMITS 13.1 The Contractor shall, within 30 days after the date of the contract, tender to a municipal authority

an amount equal to all fees and charges that would be lawfully payable to that municipal authority in respect of building permits as if the work were being performed for a person other than the WSCC.

13.2 Within 10 days of making a tender pursuant to GC13.1, the Contractor shall notify the Engineer of

his action and of the amount tendered and whether or not the municipal authority has accepted that amount.

13.3 If the municipal authority does not accept the amount tendered pursuant to GC13.1, the

Contractor shall pay that amount to the WSCC within 6 days after the time stipulated in GC13.2. 13.4 For the purposes of GC13.1 to GC13.3, "municipal authority" means any authority that would

have jurisdiction respecting permission to perform the work if the WSCC were not the WSCC. 13.5 Notwithstanding the residency of the Contractor, the Contractor shall pay any applicable tax

arising from or related to the performance of the work under the contract. GC14 PERFORMANCE OF WORK UNDER DIRECTION OF ENGINEER 14.1 The Contractor shall:

14.1.1 permit the Engineer to have access to the work and its site at all times during the performance of the contract and the Contractor shall provide proper facilities for such access and inspections which may include photographic or electronic recording of the work.

14.1.2 furnish the Engineer with such information respecting the performance of the

contract as he may require. 14.1.3 give the Engineer every possible assistance to enable the Engineer to carry out his

duty to see that the work is performed in accordance with the contract and to carry out any other duties and exercise any powers specially imposed or conferred on the Engineer under the contract.

GC15 COOPERATION WITH OTHER CONTRACTORS

15.1 Where, in the opinion of the Engineer, it is necessary that other contractors or workers with or

without plant and material, be sent onto the work or its site, the Contractor shall, to the satisfaction of the Engineer, allow them access and cooperate with them in the carrying out of their duties and obligations: 15.1.1 if, the sending onto the work or its site of other contractors or workers pursuant to

GC15.1 could not have been reasonably foreseen or anticipated by the Contractor when entering into the contract, and

15.1.2 if, the Contractor incurs, in the opinion of the Engineer, extra expense in

complying with GC15.1, and

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15.1.3 if, the Contractor has given the Engineer written notice of his claim for the extra expense referred to in GC15.1.2 within 10 days of the date that the other contractors or workers were sent onto the work or its site, the WSCC shall pay the Contractor the cost calculated in accordance with GC46 to GC49, of the extra labour, plant and material that was necessarily incurred.

GC16 EXAMINATION OF WORK 16.1 If, at any time after the commencement of the work but prior to the expiry of the warranty period,

the Engineer has reason to believe that the work or any part thereof has not been performed in accordance with the contract, the Engineer may have that work examined by an expert of his choice.

16.2 If, as a result of an examination of the work referred to in GC16.1, it is established that the work

was not performed in accordance with the contract, then, in addition to and without limiting or otherwise affecting any of the WSCC's rights and remedies under the contract either at law or in equity, the Contractor shall pay the WSCC, on demand, all reasonable costs and expenses that were incurred by the WSCC in having that examination performed.

GC17 CLEARING OF SITE 17.1 The Contractor shall maintain the work and its site in a tidy condition and free from the

accumulation of waste material and debris, in accordance with any directions of the Engineer. 17.2 Before issuing of a Certificate of Substantial Completion referred to in GC43.2, the Contractor

shall remove all the plant and material not required for the performance of the remaining work, and all waste material and other debris, and shall cause the work and its site to be clean and suitable for occupancy or use by the WSCC's servants, unless otherwise stipulated in the contract. The Contractor shall, as directed by the WSCC, take down all signs erected during construction.

17.3 Before issuing of a Final Certificate referred to in GC43.1, the Contractor shall remove from the

work and its site all of the surplus plant and material and any waste material and other debris. 17.4 The Contractor's obligations described in GC17.1 to GC17.3 do not extend to waste material and

other debris caused by the WSCC's servants or contractors and workers referred to in GC15.1. 17.5 All waste material and debris must be disposed of in accordance with all federal, territorial and

municipal requirements and Contractors must adhere to all procedures, standards and directions established by the municipal governments when utilizing their solid waste disposal facilities. Contractors are responsible for contacting community governments prior to the disposal of any construction waste materials in the community solid waste facility to obtain the direction or procedures on the use of their facility. The Contractor will be liable for any costs associated with improper disposal of construction materials.

GC18 CONTRACTOR'S SUPERINTENDENT 18.1 The Contractor shall, forthwith upon the award of the contract, designate a Superintendent. 18.2 The Contractor shall forthwith notify the Engineer of the name, address and telephone number of

a superintendent designated pursuant to GC18.1. 18.3 A superintendent designated pursuant to GC18.1 shall be in full charge of the site of the work and

the operations of the Contractor, his servants, agents, and subcontractors in the performance of the work and is authorized to accept any notice, consent, order, direction, decision or other

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communication on behalf of the Contractor that may be given to the superintendent under the Contract.

18.4 The Contractor shall, until the work has been completed, keep a competent superintendent at the

work site during working hours. 18.5 The Contractor shall, upon the request of the Engineer, remove any superintendent who, in the

opinion of the Engineer, is incompetent or has been conducting himself improperly and shall forthwith designate another superintendent who is acceptable to the Engineer.

18.6 Subject to GC18.5, the Contractor shall not substitute a superintendent without the written

consent of the Engineer. 18.7 A breach by the Contractor of GC18.6 entitles the Engineer to refuse to issue any certificate

referred to in GC43 until the superintendent has returned to the work site or another superintendent who is acceptable to the Engineer has been substituted.

GC19 NATIONAL SECURITY 19.1 If the WSCC is of the opinion that the work is of a class or kind that involves the national security,

he may order the Contractor:

19.1.1. to provide him with any information concerning persons employed or to be employed by him for purposes of the contract, and

19.1.2 to remove any person from the work and its site if, in the opinion of the WSCC, that person may be a risk to the national security.

19.2 The Contractor shall, in all contracts with persons who are to be employed in the performance of

the contract, make provision for his performance of any obligation that may be imposed upon him under GC18 to GC20.

19.3 The Contractor shall comply with an order of the WSCC under GC19.1. GC20 UNSUITABLE WORKERS 20.1 The Contractor shall, upon written request of the Engineer, remove any person employed by the

Contractor for purposes of the contract who, in the opinion of the Engineer, is incompetent or has conducted himself improperly, and the Contractor shall not permit a person who has been removed to return to the work site.

GC21 INCREASED OR DECREASED COSTS 21.1 The amount set out in the Articles of Agreement shall not be increased or decreased by reason of

any increase or decrease in the cost of the work that is brought about by an increase or decrease in the cost of labour, plant or material or any wage adjustment arising pursuant to the Labour Conditions.

21.2 Notwithstanding GC21.1, and GC34, an amount set out in the Articles of Agreement shall be

adjusted in the manner provided in GC21.3, if any change in a tax imposed under the Excise Act, the Excise Tax Act, the Old Age Security Act, the Customs Act or the Customs Tariff:

21.2.1 occurs after the date of the submission by the Contractor of his tender for the contract,

21.2.2 applies to material, and

21.2.3 affects the cost to the Contractor of that material.

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21.3 If a change referred to in GC21.2 occurs, the appropriate amount set out in the Articles of Agreement shall be increased or decreased by an amount equal to the amount that is established by an examination of the relevant records of the Contractor referred to in GC50 to be the increase or decrease in the cost incurred that is directly attributable to that change.

21.4 For the purpose of GC21.2, where a tax is changed after the date of submission of the tender but

public notice of the change has been given by the WSCC before that date, the change shall be deemed to have occurred before the date of submission of the tender.

GC22 LABOUR AND MATERIAL 22.1 The Contractor shall use Canadian labour and material in the performance of the work to the full

extent to which they are procurable, consistent with proper economy and the expeditious carrying out of the Work.

GC23 PROTECTION OF WORK AND DOCUMENTS 23.1 The Contractor shall guard or otherwise protect the work and its site, and protect the contract,

specifications, plans, information, material, plant and real property, whether or not they are supplied by the WSCC to the Contractor, against loss or damage from any cause, and he shall not use, issue, disclose or dispose of them without the written consent of the WSCC, except as may be essential for the performance of the work.

23.2 If any document or information given or disclosed to the Contractor is assigned a security rating

by the person who gave or disclosed it, the Contractor shall take all measures directed by the Engineer to be taken to ensure the maintenance of the degree of security that is ascribed to that rating.

23.3 The Contractor shall provide all facilities necessary for the purpose of maintaining security, and

shall assist any person authorized by the WSCC to inspect or to take security measures in respect of the work and its site.

23.4 The Engineer may direct the Contractor to do such things and to perform such additional work, as

the Engineer considers reasonable and necessary to ensure compliance with or to remedy a breach of GC23.1 to GC23.3.

GC24 PUBLIC CEREMONIES AND SIGNS 24.1 The Contractor shall not permit any public ceremony in connection with the work without the prior

consent of the WSCC. 24.2 The Contractor shall not erect or permit the erection of any sign or advertising on the work or its

site without the prior consent of the Engineer. GC25 PRECAUTIONS AGAINST DAMAGE, INFRINGEMENT OF RIGHTS, FIRE AND OTHER

HAZARDS 25.1 The Contractor shall, at his own expense, do whatever is necessary to ensure that:

25.1.1 no person, property, right, easement or privilege is injured, damaged or infringed by reason of the Contractor's activities in performing the contract.

25.1.2 pedestrian and other traffic on any public or private road or waterway is not unduly

impeded, interrupted or endangered by the performance or existence of the work or plant. 25.1.3 fire hazards in or about the work or its site are eliminated and any fire is promptly

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extinguished. 25.1.4 the proper care and storage of propane cylinders on the job site is in accordance with the

NWT Fire Prevention Act. A copy of the NWT Fire Prevention Act is available on the GNWT website. (www.gov.nt.ca).

25.1.5 the health and safety of all persons employed in the performance of the work is not

endangered by the method or means of its performance. 25.1.6 adequate medical services are available to all persons employed on the work or its site at

all times during the performance of the work. 25.1.7 adequate sanitation measures are taken in respect of the work and its site. 25.1.8 all stakes, buoys and marks placed on the work or its site by or under the authority of the

Engineer are protected and are not removed, defaced, altered or destroyed. Without limiting any of the foregoing, the Contractor shall take all actions required or necessary to ensure compliance by all persons employed in the performance of the work or at the site of the work, including the employees of the Contractor and subcontractors and their employees, with the Safety Act, R.S.N.W.T. 1988, c.S-1 and the regulations enacted pursuant thereto.

25.2 The Engineer may direct the Contractor to do such things and to perform such additional work, as

the Engineer considers reasonable and necessary to ensure compliance with or to remedy a breach of GC25.1.

25.3 The Contractor shall, at his own expense, comply with a direction of the Engineer made under

GC25.2. GC26 CONTRACT SECURITY 26.1 The Contractor shall obtain and deliver contract security to the Engineer in accordance with the

provisions of GC26 to GC28. 26.2 If the whole or a part of the contract security referred to in GC26.1 is in the form of a security

deposit; it shall be held and disposed of in accordance with GC42 and GC44. 26.3 If a part of the contract security referred to in GC26.1 is in the form of a labour and material

payment bond the Contractor shall post a copy of that bond on the work site. GC27 OBLIGATION TO PROVIDE CONTRACT SECURITY 27.1 Where the contract amount referred to in the Articles of Agreement is:

27.1.1 less than $100,000 the Contractor is not required to provide contract security. 27.1.2 $100,000 or greater the Contractor shall, at his own expense, provide one or more of the

forms of contract security prescribed in GC28.

27.2 If the Contractor is required to provide contract security pursuant to GC28, the security shall be delivered to the Engineer within 14 days after the date that the Contractor receives notice that his tender or offer was accepted by the WSCC.

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GC28 PRESCRIPTION OF ACCEPTABLE CONTRACT SECURITY 28.1 If the Contractor is required to provide contract security pursuant to GC27, the WSCC shall

accept from the Contractor one or more of the forms of security prescribed herein. 28.2 A Contractor shall deliver to the WSCC:

28.2.1 a performance bond and a labour and material payment bond each in an amount that is equal to not less than 50% of the contract amount referred to in the Articles of Agreement, or

28.2.2 a contract security deposit in an amount that is equal to 10% of the contract amount

referred to in the Articles of Agreement. 28.3 The Contractor shall deliver a performance bond and a labour and material payment bond

referred to in GC28.2:

28.3.1 the performance bond shall be in a form as approved by the Treasury Board of Canada -Federal Performance Bond and issued in favor of the WSCC by a surety approved by WSCC.

28.2.2 the labour and material bond shall be in a form approved by the Treasury of Canada – Federal Labour and Material Bond or in the standard construction form CCDC 222-2002 of the Canadian Construction Document Committee and issued in favor of the WSCC by a surety approved by WSCC.

28.4 A contract security deposit referred to in GC28.2.2 shall be in the form of:

28.4.1 "a letter of irrevocable guarantee" in the form authorized by the contract authority payable

to the WSCC, or

28.4.2 a certified cheque, bank draft or personal money order made payable to the WSCC, or

28.4.3 such other contract security as the WSCC considers acceptable. 28.5 The "letter(s) of irrevocable guarantee" referred to in GC28.4.1 shall be held uncashed until 14

days prior to their expiry date, unless the expiry date is extended for a further term, beyond the contract completion date stated in the Articles of Agreement.

28.6 The certified cheque, bank draft, personal money order as referred to in GC28.4.2 shall be deposited by the WSCC into the WSCC's bank account.

GC29 CHANGES IN THE WORK 29.1 Subject to GC5, the Engineer may, at any time before he issues his Final Certificate of

Completion:

29.1.1 order work or material in addition to that provided for in the Plans and Specifications. 29.1.2 delete or change the dimensions, character, quantity, quality, description, location or

position of the whole or any part of the work or material provided for in the Plans and Specifications or in any order made pursuant to GC29.1.1, if that additional work or material, deletion, or change is, in the Engineer's opinion, consistent with the general intent of the original Contract.

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29.2 The Contractor shall perform the work in accordance with such order, dispensations and changes that are made by the Engineer pursuant to GC29.1 from time to time as if they had appeared in and been part of the Plans and Specifications.

29.3 The Engineer shall determine whether or not anything done or omitted by the Contractor pursuant

to an order, dispensation or change referred to in GC29.1 increased or decreased the cost of the work to the Contractor.

29.4 If the Engineer determines pursuant to GC29.3 that the cost of the work to the Contractor has

been increased, the WSCC shall pay the Contractor the increased cost that the Contractor necessarily incurred calculated in accordance with GC46 to GC49.

29.5 If the Engineer determines pursuant to GC29.3 that the cost of the work to the Contractor has

been decreased, the WSCC shall reduce the amount payable to the Contractor under the contract by an amount equal to the decrease in the cost caused by the deletion or change and calculated in accordance with GC46 to GC49.

29.6 An order, dispensation or change referred to in GC29.1 shall be in writing, signed by the Engineer

and given to the Contractor in accordance with GC10. GC30 INTERPRETATION OF CONTRACT BY ENGINEER 30.1 If, at any time before the Engineer has issued a Final Certificate of Completion referred to in

GC43.1, any question arises between the parties about whether anything has been done as required by the contract or about what the Contractor is required by the contract to do, and, in particular but without limiting the generality of the foregoing, about:

30.1.1 the meaning of anything in the Plans and Specifications,

30.1.2 the meaning to be given to the Plans and Specifications in case of any error therein,

omission therefrom, or obscurity or discrepancy in their wording or intention,

30.1.3 whether or not the quality or quantity of any material or workmanship supplied or proposed to be supplied by the Contractor meets the requirements of the contract,

30.1.4 whether or not the labour, plant or material provided by the Contractor for performing the

work and carrying out the contract are adequate to ensure that the work will be performed in accordance with the contract and that the contract will be carried out in accordance with its terms,

30.1.5 what quantity of any kind of work has been completed by the Contractor, or

30.1.6 the timing and scheduling of the various phases of the performance of the work,

the question shall be decided by the Engineer whose decision shall be final and conclusive in respect of the Work.

30.2 The Contractor shall perform the work in accordance with any decisions of the Engineer that are

made under GC30.1 and in accordance with any consequential directions given by the Engineer. GC31 WARRANTY AND RECTIFICATION OF DEFECTS IN WORK 31.1 Without restricting any warranty or guarantee implied or imposed by law or contained in the

contract documents, the Contractor shall, at Contractor's expense:

31.1.1 rectify and make good any defect or fault that appears in the work or comes to the attention of the WSCC with respect to those parts of the work accepted in connection

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with the Substantial Completion referred to in GC43.2 within 12 months from the date of the Substantial Completion.

31.1.2 rectify and make good any defect or fault that appears in or comes to the attention of the

WSCC in connection with those parts of the work described in the Substantial Completion referred to in GC43.2 within 12 months from the date of the Final Certificate of Completion referred to in GC43.1.

31.2 The Engineer may direct the Contractor to rectify and make good any defect or fault referred to in

GC31.1 or covered by any other expressed or implied warranty or guarantee. 31.3 A direction referred to in GC31.2 shall be in writing, may include a stipulation in respect of the

time within which a defect or fault is required to be rectified and made good by the Contractor, and shall be given to the Contractor in accordance with GC10.

31.4 The Contractor shall rectify and make good any defect or fault described in a direction given

pursuant to GC31.2 within the time stipulated therein. 31.5 The Contractor shall be responsible for obtaining product warranties in excess of one year on

behalf of the WSCC from the manufacturer. These product warranties shall be issued by the manufacturer to the benefit of the WSCC.

GC32 NON-COMPLIANCE BY CONTRACTOR 32.1 If the Contractor fails to comply with any decision or direction given by the Engineer pursuant to

GC17, GC23, GC25, GC30 or GC31, the Engineer may employ such methods, as he deems advisable to do that which the Contractor failed to do.

32.2 The Contractor shall, on demand, pay the WSCC an amount that is equal to the aggregate of all

costs, expenses and damage incurred or sustained by the WSCC by reason of the Contractor's failure to comply with any decision or direction referred to in GC32.1, including the cost of any methods employed by the Engineer pursuant to GC32.1.

GC33 PROTESTING ENGINEER'S DECISIONS 33.1 The Contractor may, within ten (10) days after the communication to him of any decision or

direction referred to in GC32.1, protest that decision or direction. 33.2 A protest referred to in GC33.1 shall be in writing, contain full reasons for the protest, be signed

by the Contractor and be given to the WSCC by delivery to the Engineer. 33.3 If the Contractor gives a protest pursuant to GC33.2, any compliance by the Contractor with the

decision or direction that was protested shall not be construed as an admission by the Contractor of the correctness of that decision or direction or prevent the Contractor from taking whatever lawful action he considers appropriate in the circumstances.

33.4 If the Contractor gives a protest pursuant to GC33.2, the Engineer shall review the information

submitted, consult with the parties and make reasonable efforts to obtain agreement between the WSCC and the Contractor regarding the protest. The parties agree that, both during and after the performance of the work, each of them shall use their best efforts to resolve any disputes arising between them by amicable negotiations, and shall provide frank, candid and timely disclosure of all relevant facts, information and documents to facilitate those negotiations. The Engineer may request the parties to refer the matter to more senior levels of management within their organizations, in an effort to resolve the protest.

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33.5 Where either party disputes the decision of the Engineer then either party may, within fourteen days, notify the other party of its intention to refer the matter to the Referee in accordance with GC62. No referral may be made unless such notice is given. Notices shall be copied to the Engineer for information.

33.6 If the Engineer has given notice of his decision as to a matter in dispute to the parties and no

notice of intention to refer the matter to the Referee has been given by either the WSCC or the Contractor within thirty days, the Engineer's decision shall become final and binding upon the parties.

33.7 No act by the claimant shall be construed as a renunciation or waiver of any of its rights or

recourses provided the claimant has given the required notices and carried out the instructions specified. The presentation of a dispute shall not be grounds for delay or interruption of the work.

33.8 The giving of a protest by the Contractor pursuant to GC33.2 shall not relieve him from complying

with the decision or direction that is the subject of the protest. 33.9 Subject to GC33.10, the Contractor shall take any action referred to in GC33.3 within three

months after the date that a Final Certificate of Completion is issued and not afterwards. 33.10 The Contractor shall take any action referred to in GC33.3, resulting from a direction under GC31

within three months after the expiry of a warranty or guarantee period and not afterwards. 33.11 Subject to GC33.12, if the WSCC determines that the Contractor's protest is justified, the WSCC

shall pay the Contractor the cost of the additional labour, plant and material necessarily incurred by the Contractor in carrying out the protested decision or direction.

33.12 Costs referred to in GC33.11 shall be calculated in accordance with GC47 to GC49. GC34 CHANGES IN SOIL CONDITIONS AND NEGLECT OR DELAY BY THE WSCC 34.1 Subject to GC34.2 no payment, other than a payment that is expressly stipulated in the contract,

shall be made by the WSCC to the Contractor for any extra expense or any loss or damage incurred or sustained by the Contractor.

34.2 If the Contractor incurs or sustains any extra expense or any loss or damage that is directly

attributable to;

34.2.1 a substantial difference between the information relating to soil conditions at the work site that is contained in the Plans and Specifications or other documents supplied to the Contractor for his use in preparing his tender or a reasonable assumption of fact based thereon made by the Contractor, and the actual soil conditions encountered by the Contractor at the work site during the performance of the contract, or

34.2.2 any neglect or delay that occurs after the date of the contract on the part of the WSCC in

providing any information or in doing any act that the contract either expressly requires the WSCC to do or that would ordinarily be done by an WSCC in accordance with the usage of the trade,

the Contractor shall, within ten days of the date the actual soil conditions described in GC34.2.1 were encountered or the neglect or delay described in GC34.2.2 occurred, give the Engineer written notice of intention to claim for that extra expense or that loss or damage.

34.3 When the Contractor has given a notice referred to in GC34.2, he shall give the Engineer a

written claim in accordance with GC10 for extra expense or loss or damage within 30 days of the date that a Final Certificate of Completion referred to in GC43.1 is issued and not afterwards.

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34.4 A written claim referred to in GC34.3 shall contain a sufficient description of the facts and circumstances of the occurrence that is the subject of the claim to enable the Engineer to determine whether or not the claim is justified and the Contractor shall supply such further and other information for that purpose as the Engineer requires from time to time.

34.5 If the Engineer determines that a claim referred to in GC34.3 is justified; the WSCC may make an

extra payment to the Contractor in an amount that is calculated in accordance with GC46 to GC49.

34.6 If, in the opinion of the Engineer, an occurrence described in GC34.2.1 results in a saving of

expenditure by the Contractor in performing the contract, the amount set out in the Articles of Agreement shall, subject to the GC34.7, be reduced by an amount that is equal to the saving.

34.7 The amount of the saving referred to GC34.6 shall be determined in accordance with GC46 to

GC49. 34.8 If the Contractor fails to give a notice referred to in GC34.2 and a claim referred to in GC34.3

within the times stipulated, an extra payment shall not be made to the Contractor in respect of the occurrence.

GC35 EXTENSION OF TIME 35.1 Subject to GC35.2, the Engineer may, on the application of the Contractor made before the day

fixed by the Articles of Agreement for completion of the work or before any other date previously fixed under this General Condition, extend the time for its completion by fixing a new date, if in his opinion, causes beyond the control of the Contractor have delayed its completion.

35.2 An application referred to in GC35.1 shall be accompanied by the written consent of the bonding

company whose bond forms part of the contract security. GC36 ASSESSMENTS AND DAMAGES FOR LATE COMPLETION 36.1 For the purposes of this General Condition:

36.1.1 the work shall be deemed to be completed on the date that a Substantial Certificate of

Completion referred to in GC43.2 is issued, and

36.1.2 "period of delay" means the number of days commencing on the day fixed by the Articles of Agreement for completion of the work and ending on the day immediately preceding the day on which the work is completed but does not include any day within a period of extension granted pursuant to GC35.1, and any other day on which, in the opinion of the Engineer, completion of the work was delayed for reasons beyond the control of the Contractor.

36.2 If the Contractor does not complete the work by the day fixed for its completion by the Articles of

Agreement but completes it thereafter, the Contractor shall pay the WSCC an amount equal to the aggregate of:

36.2.1 all salaries, wages, and traveling expenses incurred by the WSCC in respect of persons

overseeing the performance of the work during the period of delay,

36.2.2 the cost incurred by the WSCC as a result of the inability to use the completed work for the period of delay, and

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36.2.3 all other expenses and damages incurred or sustained by the WSCC during the period of delay as a result of the work not being completed by the day fixed for its completion.

36.3 The WSCC may waive its right to the whole or any part of the amount payable by the Contractor

pursuant to GC36.2 if, in the opinion of the WSCC, it is in the public interest to do so. GC37 TAKING THE WORK OUT OF THE CONTRACTOR'S HANDS 37.1 The WSCC may, at its sole discretion, by giving a notice in writing to the Contractor in

accordance with GC10, take all or any part of the work out of the Contractor's hands, and may employ such means as the WSCC sees fit to have the work completed if the contractor:

37.1.1 has not, within six days after receiving notice given by the WSCC or the Engineer in

accordance with GC10.1, remedied any delay in the commencement or any default in the diligent performance of the work to the satisfaction of the Engineer.

37.1.2 as defaulted in the completion of any part of the work within the time fixed for its

completion by the contract. 37.1.3 has become insolvent or has committed an act of bankruptcy, and has neither made a

proposal to its creditors nor filed a notice of intention to make such a proposal, pursuant to the Bankruptcy and Insolvency Act.

37.1.4 has abandoned the Work.

37.1.5 has made an assignment of the contract without the consent required by GC3.1.

37.1.6 has otherwise failed to observe or perform any of the provisions of the Contract.

37.2 If the Contractor has become insolvent or has committed an act of bankruptcy, and has either

made a proposal to its creditors or filed a notice of intention to make such a proposal, pursuant to the Bankruptcy and Insolvency Act, the Contractor shall immediately forward a copy of the proposal or the notice of intention to the WSCC.

37.3 If the whole or any part of the work is taken out of the Contractor's hands pursuant to GC37.1:

37.3.1 the Contractor's right to any further payment that is due or accruing due under the contract is, subject only to GC37.4, extinguished, and

37.3.2 the Contractor is liable to pay the WSCC, upon demand, an amount that is equal to the

amount of all loss and damage incurred or sustained by the WSCC in respect of the Contractor’s failure to complete the work.

37.4 If the whole or any part of the work that is taken out of the Contractor's hands pursuant to GC37.1

is completed by the WSCC, the Engineer shall determine the amount, if any, of a holdback or a progress claim that had accrued and was due prior to the date on which the work was taken out of the Contractor's hands and that is not required for the purposes of having the work performed or of compensating the WSCC for any other loss or damage incurred or sustained by reason of the Contractor's default.

37.5 The WSCC may pay the Contractor the amount determined not to be required pursuant to

GC37.3. GC38 EFFECT OF TAKING THE WORK OUT OF THE CONTRACTOR'S HANDS

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38.1 The taking of the work or any part thereof out of the Contractor's hands pursuant to GC37 does not operate so as to relieve or discharge him from any obligation under the contract or imposed upon him by law except the obligation to complete the performance of that part of the work that was taken out of his hands.

38.2 If the work or any part thereof is taken out of the Contractor's hands pursuant to GC37, all plant

and material and the interest of the Contractor in all real property, licenses, powers and privileges acquired, used or provided by the Contractor under the contract shall continue to be the property of the WSCC without compensation to the Contractor.

38.3 When the Engineer certifies that any plant, material, or any interest of the Contractor referred to

in GC38.2 is no longer required for the purposes of the work, or that it is not in the interests of the WSCC to retain that plant, material, or interest, it shall revert to the Contractor.

GC39 SUSPENSION OF WORK 39.1 The WSCC may, when in his opinion it is in the public interest to do so, require the Contractor to

suspend performance of the work either for a specified or an unspecified period by giving a notice of suspension in writing to the Contractor in accordance with GC10.

39.2 When a notice referred to in GC39.1 is received by the Contractor in accordance with GC10 he

shall suspend all operations in respect of the work except those that, in the opinion of the Engineer, are necessary for the care and preservation of the work, plant and material.

39.3 The Contractor shall not, during a period of suspension, remove any part of the work, plant or

material from its site without the consent of the Engineer. 39.4 If a period of suspension is 30 days or less, the Contractor shall, upon the expiration of that

period resume the performance of the work and he is entitled to be paid the extra cost, calculated in accordance with GC47 to GC49, of any labour, plant and material necessarily incurred by him as a result of the suspension.

39.5 If, upon the expiration of a period of suspension of more than 30 days, the WSCC and the

Contractor agree that the performance of the work will be continued by the Contractor, the Contractor shall resume performance of the work subject to any terms and conditions agreed upon by the WSCC and the Contractor.

39.6 If, upon the expiration of a period of suspension of more than 30 days, the WSCC and the

Contractor do not agree that performance of the work will be continued by the Contractor or upon the terms and conditions under which the Contractor will continue the work, the notice of suspension shall be deemed to be a notice of termination pursuant to GC40.

GC40 TERMINATION OF CONTRACT 40.1 The WSCC may terminate the Contract at any time by giving a notice of termination to the

Contractor in accordance with GC10. 40.2 When a notice referred to in GC40.1 is received by the Contractor in accordance with GC10, he

shall, subject to any conditions stipulated in the notice, forthwith cease all operations in performance of the contract.

40.3 If the Contract is terminated pursuant to GC40.1, the WSCC shall pay the Contractor, subject to

GC40.4, an amount equal to:

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40.3.1 the cost to the Contractor of all labour, plant and material supplied by him under the contract up to the date of termination in respect of a contract or part thereof for which a Unit Price Arrangement is stipulated, in the contract, or

40.3.2 the lesser of:

40.3.2.1 an amount, calculated in accordance with the Terms of Payment, that

would have been payable to the Contractor had he completed the work, and

40.3.2.2 an amount that is determined to be due to the Contractor pursuant to

GC48 in respect of a contract or part thereof for which a Fixed Price Arrangement is stipulated in the contract, less the aggregate of all amounts that were paid to the Contractor by the WSCC and all amounts that are due to the WSCC from the Contractor pursuant to the Contract.

40.4 If the WSCC and the Contractor are unable to agree about an amount referred to in GC40.3 that

amount shall be determined by the method referred to in GC49. GC41 CLAIMS AGAINST AND OBLIGATIONS OF THE CONTRACTOR OR SUBCONTRACTOR 41.1 The WSCC may, in order to discharge lawful obligations of and satisfy claims against the

Contractor or a subcontractor arising out of the performance of the contract, pay any amount that is due and payable to the Contractor pursuant to the contract directly to the obligees of and the claimants against the Contractor or subcontractor but such amount if any, as is paid by the WSCC shall not exceed that amount which the Contractor would have been obliged to pay to such claimant had the provisions of the Territorial lien legislation been applicable to the work. Any such claimant need not comply with the provisions of such legislation setting out the steps by way of notice, registration or otherwise as might have been necessary to preserve or perfect any claim for lien or privilege which claimant might have had.

41.2 The WSCC will not make any payment as described in GC41.1 unless and until that claimant

shall have delivered to the WSCC:

41.2.1 a binding and enforceable Judgment or Order of a court of competent jurisdiction setting forth such amount as would have been payable by the Contractor to the claimant pursuant to the provisions of the Territorial lien legislation had such legislation been applicable to the work, or

41.2.2 a final and enforceable award of an arbitrator setting forth such amount as would have

been payable by the Contractor to the claimant pursuant to the provisions of the applicable Territorial lien legislation, had such legislation been applicable to the work, or

41.2.3 the consent of the Contractor authorizing a payment.

For the purposes of determining the entitlement of a claimant pursuant to GC41.2.1 and GC41.2.2, the notice required by GC41.8 shall be deemed to replace the registration or provision of notice after the performance of work as required by any applicable legislation and no claim shall be deemed to have expired, become void or unenforceable by reason of the claimant not commencing any action within the time prescribed by any applicable legislation.

41.3 The Contractor shall, by the execution of this contract, be deemed to have consented to submit to

binding arbitration at the request of any claimant those questions that need be answered to establish the entitlement of the claimant to payment pursuant to the provisions of GC41.1 and such arbitration shall have as parties to it any subcontractor to whom the claimant supplied

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material, performed work or rented equipment should such subcontractor wish to be adjoined and the WSCC shall not be a party to such arbitration and, subject to any agreement between the Contractor and the claimant to the contrary, the arbitration shall be conducted in accordance with the Northwest Territories legislation governing arbitration.

41.4 A payment made pursuant to GC41.1, is to the extent of the payment, a discharge of the WSCC's

liability to the Contractor under the contract and may be deducted from an amount payable to the Contractor under the contract.

41.5 To the extent that the circumstances of the work being performed for the WSCC permit, the

Contractor shall comply with all laws in force in the Northwest Territories relating to payment periods, mandatory holdbacks, and creation and enforcement of mechanics' liens.

41.6 The Contractor shall discharge all his lawful obligations and shall satisfy all lawful claims against

him arising out of the performance of the work at least as often as the contract requires the WSCC to pay the Contractor.

41.7 The Contractor shall, whenever requested to do so by the Engineer, make a statutory declaration

deposing to the existence and condition of any obligations and claims referred to in GC41.6. 41.8 GC41.1 shall only apply to claims and obligations that have been received by the Engineer in

writing before payment is made to the Contractor pursuant to TP4.8 and within 120 days after a claimant:

41.8.1 should have been paid in full under his contract with the Contractor or subcontractor

where the claim is for money that was lawfully required to be held back from the claimant, or

41.8.2 performed the last of the service, work or labour, or furnished the last of the material

pursuant to his contract with the Contractor or subcontractor, where the claim is not for money referred to in GC41.8.1.

41.9 The proceedings to determine the right to payment of which, pursuant to GC41.2, shall have

commenced within one year from the date that the notice referred to in GC41.8.1 was received by the Engineer, and the notification required by GC41.8.1 shall set forth the amount claimed to be owing and the person who by contract is primarily liable.

41.10 The WSCC may, upon receipt of a notice of claim under GC41.8 withhold from any amount that is

due and payable to the Contractor pursuant to the contract the full amount of the claim or any portion thereof.

41.11 The Engineer shall notify the Contractor in writing of receipt of any claim referred to in GC41.8

and of the intention of the WSCC to withhold funds pursuant to GC41.10 and the Contractor may, at any time thereafter and until payment is made to the claimant, be entitled to post, with the WSCC, security in a form acceptable to the WSCC in an amount equal to the value of the claim, the notice of which is received by the Engineer and upon receipt of such security the WSCC shall release to the Contractor any funds which would be otherwise payable to the Contractor, that were withheld pursuant to the provisions of GC41.10 in respect of the claim of any claimant for whom the security stands.

41.12 Notwithstanding anything contained in TP9 hereof, no interest will be paid to the Contractor on

any monies withheld pursuant to GC41.10. GC42 SECURITY DEPOSIT - FORFEITURE OR RETURN

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42.1 The WSCC may convert the security deposit, if any, to its own use, if:

42.1.1 the work is taken out of the Contractor's hands pursuant to GC37. 42.1.2 the contract is terminated pursuant to GC40. 42.1.3 the Contractor is in breach of or in default under the contract.

42.2 If the WSCC converts the contract security pursuant to GC42.1, the amount realized shall be

deemed to be an amount due from the WSCC to the Contractor under the Contract. 42.3 Any balance of an amount referred to in GC42.2 that remains after payment of all losses, damage

and claims of the WSCC and other shall be paid by the WSCC to the Contractor, if in the opinion of the Engineer, it is not required for the purposes of the Contract.

GC43 ENGINEER'S CERTIFICATES 43.1 On the date that:

43.1.1 the Work has been completed, and 43.1.2 the Contractor has complied with the contract and all orders and directions made

pursuant thereto, both to the satisfaction of the Engineer, he shall issue a Certificate of Final Completion to the Contractor.

43.2 If the Engineer is satisfied that the work is substantially complete the Engineer may, at any time

before issuing a certificate referred to in GC43.1, issue a Certificate of Substantial Completion to the Contractor, and for the purposes hereof the work will be considered to be substantially complete:

43.2.1 when the work under the contract or a substantial part thereof is, in the opinion of the

Engineer, ready for use by the WSCC or is being used for the purposes intended, and

43.2.2 when the work remaining to be done under the contract is, in the opinion of the Engineer, capable of completion or correction at a cost of not more than:

43.2.2.1 - 3% of the first $500,000, and 43.2.2.2 - 2% of the next $500,000, and 43.2.2.3 – 1% of the balance,

of the value of the contract at the time this cost is calculated.

43.3 For the sole purpose of GC43.2, where the work or a substantial part thereof is ready for use or is

being used for the purposes intended and the remainder of the work or a part thereof cannot be completed by the time specified in the Articles of Agreement, or as amended pursuant to GC35, for reasons beyond the control of the Contractor or where the Engineer and the Contractor agree not to complete a part of the work within the specified time, the cost of that part of the work which was either beyond the control of the Contractor to complete or the Engineer and the Contractor have agreed not to complete by the time specified shall be deducted from the value of the contract referred to GC43.2 and the said cost shall not form part of the cost of the work remaining to be done in determining Substantial Completion.

43.4 A Certificate of Substantial Completion referred to in GC43.2 shall describe the parts of the work

not completed to the satisfaction of the Engineer and all things that must be done by the Contractor;

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43.4.1 before a Final Certificate of Completion referred to in GC43.1 will be issued, and 43.4.2 before the 12-month period referred to in GC31.1.2 shall commence for the said parts

and all the said things. 43.5 The Engineer may, in addition to the parts of the work described in a Certificate of Substantial

Completion referred to in GC43.2, require the Contractor to rectify any other parts of the work not completed to his satisfaction and to do any other things that are necessary for the satisfactory completion of the work.

43.6 If the contract or a part thereof is subject to a Unit Price Arrangement, the Engineer shall

measure and record the quantities of labour, plant and material, performed, used and supplied by the Contractor in performing the work and shall, at the request of the Contractor, inform him of those measurements.

43.7 The Contractor shall assist and co-operate with the Engineer in the performance of his duties

referred to in GC43.6 and shall be entitled to inspect any record made by the Engineer pursuant to GC43.6.

43.8 After the Engineer has issued a Certificate of Final Completion referred to in GC43.1, he shall, if

GC43.6 applies, issue a Certificate of Final Measurement. 43.9 A Certificate of Final Measurement referred to in GC43.8 shall:

43.9.1 contain the aggregate of all measurements of quantities referred to in GC43.6, and 43.9.2 be binding upon and conclusive between the WSCC and the Contractor as to the

quantities referred to therein. GC44 RETURN OF SECURITY DEPOSIT 44.1 After a Certificate of Substantial Completion referred to in GC43.2 has been issued, the WSCC

shall, if the Contractor is not in breach of or in default under the contract, return to the Contractor all or any part of the security deposit that, in the opinion of the Engineer, is not required for the purposes of the contract.

44.2 After a Certificate of Final Completion referred to in GC43.1 has been issued, the WSCC shall

return to the Contractor the remainder of any security deposit unless the contract stipulates otherwise.

44.3 Interest shall not be paid on security deposits. GC45 CLARIFICATION OF TERMS IN GC46 TO GC49 45.1 For the purposes of GC46 to GC49:

45.1.1 "Unit Price Table" means the table set out in the Tender, and 45.1.2 "plant" does not include tools customarily provided by a tradesman in practicing his trade.

GC46 ADDITIONS OR AMENDMENTS TO UNIT PRICE TABLE 46.1 Where a Unit Price Arrangement applies to the contract or a part thereof the Engineer and the

Contractor may, by an agreement in writing:

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46.1.1 add classes of labour, plant or material, and units of measurement, prices per unit and estimated quantities to the Unit Price Table if any labour, plant or material that is to be included in a Final Certificate of Measurement referred to in GC43.7 is not included in any class of labour, plant or material set out in the Unit Price Table, or

46.1.2 subject to GC46.2, amend a price per unit set out in the Unit Price Table for any class of

labour, plant or material included therein if an estimated quantity is set out therein for that class of labour, plant or material and a Final Certificate of Measurement referred to in GC43.7 shows or is expected to show that the total quantity of that class of labour, plant or material actually performed, used or supplied by the Contractor in performing the work is:

46.1.2.1 less than 85% of that estimated quantity, or

46.1.2.2 in excess of 115% of that estimated quantity.

46.2 In no event shall the total cost of an item set out in the Unit Price Table that has been amended

pursuant to GC46.1.2.1 exceed the amount that would have been payable to the contractor had the estimated total quantity actually been performed, used or supplied.

46.3 An amendment that is made necessary by GC46.1.2.2 shall apply only to the quantities that are

in excess of 115%. 46.4 If the Engineer and the Contractor do not agree as contemplated in GC46.1, the Engineer shall

determine the class and the unit of measurement of the labour, plant or material and subject to GC46.2 and GC46.3, the price per unit therefore shall be determined in accordance with GC49.

46.5 Notwithstanding the foregoing, the Contractor shall not be entitled to payment for unnecessary

quantity overages. For the purposes of this Contract, unnecessary quantity overages means an actual quantity that exceeded the estimated quantity stated in the Unit Price Table and was either; (1) not needed in the performance of the Work, or (2) not requested and/or approved by the WSCC.

GC47 DETERMINATION OF COST - UNIT PRICE TABLE 47.1 Whenever, for the purposes of the contract it is necessary to determine the cost of labour, plant

or material, it shall be determined by multiplying the quantity of that labour, plant or material expressed in the unit set out in the Unit Price Table by the price of that unit set out in the Unit Price Table.

GC48 DETERMINATION OF COST PRIOR TO UNDERTAKING WORK-LUMP SUM 48.1 If the method described in GC47 cannot be used because the labour, plant or material is of a kind

or class that is not set out in the Unit Price Table then, for the purposes of the Contract, the price of the change shall be the aggregate costs of all labour, plant and

material that is required for the change as agreed upon, prior to undertaking work, by the Contractor and the Engineer plus a mark-up for overhead and profit which shall include any office administration costs, general management costs, financing and other bank charges, bonding and insurance costs, any portion of time of the Contractor or his Superintendent, any cost or rental of small tools and the risk of undertaking the work within the stipulated amount, which mark-up shall be equal to:

48.1.1 20% of the aggregate costs referred to herein for that portion of the work done by the

Contractor's own forces; and

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48.1.2 15% of the aggregate costs referred to herein for that portion of the work that is done by subcontractors, which shall not include or be subject to the markup set out in 48.1.1.

48.2 Subject to similar provisions expressed elsewhere in the Contract, in order to facilitate approval of

the change, the Contractor shall submit a cost breakdown identifying, as a minimum, the cost of labour, plant, material, each subcontract amount and the amount of the appropriate percentage mark-up as described herein.

GC49 DETERMINATION OF COST FOLLOWING COMPLETION OF THE WORK 49.1 Where it is not possible to predetermine the price of a change, including elements not set out in

the Unit Price Table, the actual price of the change shall be equal to the aggregate costs of:

49.1.1 all reasonable and proper amounts actually expended or legally payable by the Contractor in respect of the labour, plant or material that falls within one of the classes of expenditure described in GC49.2 that are directly attributable to the performance of the contract, and

49.1.2 a mark-up equal to 10% of the amounts referred to in GC49.1.1 which mark-up shall be

for profit and all other expenditures or costs, not covered in GC49.1.1, including overhead, general administration costs and financing and interest charges.

49.2 For purposes of GC49.1.1 the classes of expenditure that may be taken into account in

determining the cost of labour, plant and material are:

49.2.1 payments to subcontractors.

49.2.2 wages, salaries and travelling expenses of employees of the Contractor located at the work site and that portion of wages, salaries, bonuses, living and travelling expenses of personnel of the Contractor generally employed at the head office or at a general office of the Contractor provided they are actually and properly engaged on the work under the Contract.

49.2.3 assessments payable under any statutory authority relating to worker's compensation,

employment insurance, pension plan or holidays with pay, territorial health or insurance plans, and environmental reviews.

49.2.4 rent that is paid or an amount equivalent to the said rent if the plant is owned by the

Contractor, that is necessary for and used in the performance of the work, if the rent or the equivalent amount is reasonable and use of that plant has been approved by the Engineer.

49.2.5 payments for maintaining and operating the plant that is necessary for and used in the

performance of the work, and payments for effecting such repairs thereto as, in the opinion of the Engineer, are necessary for the proper performance of the contract other than payments for any repairs to the plant arising out of defects existing before its allocation to the work.

49.2.6 payments for material that is necessary for and incorporated in the work, or that is

necessary for and consumed in the performance of the contract.

49.2.7 payments for preparation, delivery, handling, erection, installation, inspection, protection and removal of the plant and material necessary for and used in the performance of the contract.

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49.2.8 any other payments made by the Contractor with the approval of the Engineer that are necessary for the performance of the Contract.

GC50 RECORDS TO BE KEPT BY CONTRACTOR 50.1 The Contractor shall:

50.1.1 maintain full records of his estimated and actual costs of the work together with all tender calls, quotations, contracts, correspondence, invoices, receipts and vouchers relating thereto.

50.1.2 make all records and material referred to in GC50.1.1 available to audit and inspection by

the WSCC and the Comptroller General of the Government of the Northwest Territories or by persons acting on behalf of either or both of them when requested.

50.1.3 allow any of the persons referred to in GC50.1.2 to make copies of and to take extracts

from any of the records and material referred to in GC50.1.1. 50.1.4 furnish any person referred to in GC50.1.2 with information he may require from time to

time in connection with such records and material.

50.2 The records maintained by the Contractor pursuant to GC50.1.1 shall be kept intact by the Contractor until the expiration of two years after the date that a Final Certificate of Completion referred to in GC43.1 was issued or until the expiration of such other period of time as the WSCC may direct.

50.3 Further to GC52, the Contractor acknowledges that the WSCC may be required to release, in

whole or in part, the contract and any other information or documents in the WSCC's possession or control relating to this contract pursuant to the Access To Information and Protection of Privacy Act.

50.4 The Contractor shall cause all subcontractors and all other persons directly or indirectly controlled

by or affiliated with the Contractor and all persons directly or indirectly having control of the Contractor to comply with GC50.1 to GC50.3 as if they were the Contractor.

GC51 APPLICABLE LAWS 51.1 The Contractor shall comply with all legislative and regulatory provisions whether Federal,

Territorial or Municipal applicable to the performance of the work. 51.2 Unless otherwise provided in the contract, the Contractor shall obtain all permits and hold all

certificates and licenses for the performance of the work. 51.3 From time to time, the Engineer may request that the Contractor provide evidence that it complies

with all applicable legislative and regulatory provisions and that it holds all required permits, certificates and licenses. Such evidence shall be provided within the time set in the request or as otherwise stipulated in the Contract.

51.4 This contract shall be deemed to have been made in the Northwest Territories and shall be

governed by the laws of the Northwest Territories as far as applicable. 51.5 In the event of any legal action arising out of this contract, the Contractor, if originating such

action, may sue the Workers’ Safety and Compensation Commission in the name and style of "The Workers’ Safety and Compensation Commission" the Workers’ Safety and Compensation Commission, if originating such action, may commence the action against the Contractor in his own behalf in the name and style of "The Workers’ Safety and Compensation Commission".

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GC52 ACCESS TO INFORMATION ACT 52.1 All information, including documents, submitted to the WSCC are in the custody or under the

control of the WSCC and thus subject to the protection and disclosure provisions of the Access to Information and Protection of Privacy Act.

GC53 HARASSMENT FREE AND RESPECTFUL WORKPLACE POLICY 53.1 It is a term of this Contract that the provisions of the GNWT's Harassment Free and Respectful

Workplace Policy are applicable to and govern the relations between the Contractor and its employees, agents and representatives and any employee of the WSCC for the term of the contract. Further, it is a term of this contract that the Contractor shall, upon the request of the WSCC, remove from any work site where the contract work is being performed, any person employed by it for purposes of the contract who, in the opinion of the WSCC, has violated the Harassment Free and Respectful Workplace Policy, and the Contractor shall not permit a person who has been removed to return to the work site.

GC54 CONTRACTOR STATUS 54.1 The Contractor shall be engaged under the contract as an independent contractor. 54.2 The Contractor and any employee of the said Contractor is not engaged by the contract as an

employee, servant or agent of the WSCC. 54.3 For the purposes of GC54.1 and GC54.2 the Contractor shall be solely responsible for any and all

payments and deductions required to be made by law including those required for Canada Pension Plans, Unemployment Insurance, Workers’ Compensation or Income Tax.

GC55 HUMAN REMAINS, ARCHAEOLOGICAL REMAINS AND ITEMS OF HISTORICAL OR

SCIENTIFIC INTEREST 55.1 For the purposes of this clause:

55.1.1 "human remains" means the whole or any part of a deceased human being, irrespective of the time that has elapsed since death.

55.1.2 "archaeological remains" are items, artifacts or things made, modified or used by human

beings in antiquity and may include, but not be limited to stone, wood or iron structures or monuments, dump deposits, bone artifacts, weapons, tools, coins and pottery.

55.1.3 "items of historical or scientific interest" are naturally occurring or manufactured objects

or things of any age that are not archaeological remains but may be of interest to society because of their historical or scientific significance, value, rarity, natural beauty or other quality.

55.2 If, during the course of the work, the Contractor encounters any object, item or thing which is

described in GC55.1, or which resembles any object, item or thing described in GC55.1, the contractor shall:

55.2.1 take all reasonable steps, including stopping work in the affected area, to protect and

preserve the object, item or thing, and

55.2.2 immediately notify the Engineer of the circumstances in writing, and

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55.2.3 take all reasonable steps to minimize additional costs which may accrue as a result of

any work stoppage. 55.3 Upon receipt of a notification in accordance with GC55.2.2, the Engineer shall, in a timely

manner, determine whether the object, item or thing is one described in, or contemplated by, GC55.1, and shall notify the Contractor in writing of any action to be performed, or work to be carried out by, the Contractor as a result of the Engineer's determination.

55.4 The Engineer may, at any time, enlist the services of experts, particularly and archaeologist or

historian as appropriate, to assist in the investigation, examination, taking of measurements or other such recordings, placing of permanent protection around or removing of the object, item or thing encountered by the Contractor, and monitoring in case of further discoveries, and the Contractor shall, to the satisfaction of the Engineer, allow them access and cooperate with them in the carrying out of their duties and obligations.

55.5 Human remains, archaeological remains and items of historic or scientific interest encountered at

the site of the work shall remain the property of the WSCC. GC56 CONTAMINATED SITE CONDITIONS 56.1 For the purposes of this clause, a contaminated site condition exists when toxic, radioactive or

other hazardous substances or materials, or other pollutants, are found to be present at the site of the work to the extent that they constitute a hazard, or potential hazard, to the environment, property, or the health or safety of any person.

56.2 If the Contractor encounters a contaminated site condition, or has reasonable grounds to believe

that a contaminated site condition exists at the site of the work, the contractor shall

56.2.1 take all reasonable steps, including stopping the work, to ensure that no person suffers injury, sickness or death, and that neither property nor the environment is injured or destroyed as a result of the contaminated site conditions, and

56.2.2 immediately notify the Engineer of the circumstances in writing, and 56.2.3 take all reasonable steps to minimize additional costs which may accrue as a result of

any work stoppage.

56.3 Upon receipt of a notification in accordance with GC56.2.2, the Engineer shall, in a timely manner, determine whether a contaminated site condition as described in, or contemplated by, GC56.1, exists, and shall notify the Contractor in writing of any action to be taken, or work to be performed, by the Contractor as a result of the Engineer's determination.

56.4 If the Contractor's services are required by the Engineer, the contractor shall follow the direction

of the Engineer with regard to any excavation, treatment and disposal of the contaminated substances or materials.

56.5 The Engineer may at any time, and at the Engineer's sole discretion, enlist the services of experts

and specialty contractors to assist in determining the existence of, and the extent and treatment of the contaminated site conditions, and the Contractor shall, to the satisfaction of the Engineer, allow them access and cooperate with them in the carrying out of their duties and obligations.

GC57 INSURANCE 57.1 The Contractor shall without limiting its obligations or liabilities hereto, obtain, maintain at its sole

cost and expense and pay for during the period of this Contract minimum insurance in

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accordance with GC58 to GC61. The amount and type of insurance specified herein in no way reduces or limits the liability or responsibility of the Contractor hereunder.

57.2 Within in fourteen (14) days after acceptance of the Contractor's Tender, the Contractor shall,

unless otherwise directed in writing by the Engineer, deposit with the Engineer an Insurer's Certificate of Insurance in the form displayed in the Tender and, if requested by the Engineer, the originals or certified true copies of all contracts of insurance maintained by the Contractor pursuant to the Insurance Coverage Requirements shown hereunder.

57.3 The provisions of the Insurance Coverage Requirements contained hereunder are not intended to

cover all of the Contractor's risks under GC58. Any additional risk management measures or additional insurance coverages the Contractor may deem necessary to fulfill its obligations under GC8 shall be at its own discretion and expense. Umbrella/Excess liability insurance may be purchased to achieve the limits required.

57.4 Deductible Unless noted otherwise, the payment of monies up to the deductible amount made in

satisfaction of a claim shall be borne by the Contractor. 57.5 Waiver of Recourse Contractor waives all rights of recourse against the WSCC for damages to

Contractor's property or property of others for which Contractor is responsible and Contractor's Insurers have no right of subrogation against the WSCC.

57.6 Coverage Deficiencies Contractor shall be responsible for any exclusions and/or insufficiencies

of coverage relating to policies herein described. 57.7 Notice of Cancellation All required insurance shall be endorsed to provide the WSCC with 30

days advance written notice of material change, cancellation or termination. Such notices shall be addressed to: The WSCC (as noted on the Contractor's Certificate of Insurance).

GC58 COMMERCIAL GENERAL LIABILITY 58.1 Commercial General Liability Insurance with limits of not less than two million dollars inclusive per

occurrence for bodily injury, personal injury, death, and damage to property including loss of use thereof. This insurance shall be maintained continuously from commencement of the work until not less than twelve (12) months from the date of the Final Certification of Completion. The WSCC is to be added as an Additional Insured to the policy, for the contract activity. Such insurance shall include but is not limited to:

58.1.1 Premises, Property and Operations Liability; 58.1.2 Products and Completed Operations Liability; 58.1.3 WSCCs' and Contractors' Protective Liability; 58.1.4 Blanket Written Contractual Liability; 58.1.5 Non-Owned Automobile Liability; 58.1.6 Broad Form Property Damage Extension; 58.1.7 Use of explosives for blasting, shoring, excavating, underpinning, demolition,

removal, pile driving and caisson work, work below ground surface, tunneling and grading, as applicable;

58.1.8 Contingent Employer's Liability; 58.1.9 Person Injury Liability; 58.1.10 Employees As Additional Insured; 58.1.11 Cross Liability With Respect To Additional Insured. 58.1.12 Asbestos Abatement Liability, as applicable.

GC59 AUTOMOBILE LIABILITY INSURANCE

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Automobile Liability Insurance in respect of Contractor's owned and leased vehicles shall have limits of not less than two million dollars inclusive per occurrence for bodily injury, death, and damage to property. And when applicable: - S.E.F. No. 4a Explosives Endorsement; - S.E.F. No. 21b Blanket Fleet Endorsement.

GC60 WORKERS COMPENSATION COVERAGE

Workers’ Compensation coverage for all employees engaged in the work in accordance with the statutory requirements of the Territory having jurisdiction over such employees. If the Contractor is assessed any additional levy, extra assessment or super-assessment by the applicable workers compensation board as a result of an accident causing injury or death to an employee of the Contractor or sub-contractor, or due to unsafe working conditions, then such levy or assessment shall be paid by the Contractor at it sole cost and is not reimbursed by the WSCC.

GC61 APPOINTMENT OF REFEREE 61.1 Within thirty days of the parties signing the Contract, the WSCC and the Contractor shall name a

Referee who may be called upon during the performance of, or after the completion of the work, to settle any claims or disputes arising under the Contract. Where the Referee appointed in accordance with this provision refuses to act, is incapable of acting or dies, the parties shall name a new Referee at the earliest opportunity. Should the parties be unable to agree on a Referee within the time specified, the matter shall be decided by the Engineer whose decision shall be final.

61.2 Where a review is requested under GC33.5, the Engineer shall submit to the Referee a copy of

the disputed decision, the terms of the Contract and the documents and information submitted to or considered by the Engineer in accordance with the procedure under GC33.4.

61.3 Where either party has disputed a decision of the Engineer in accordance with GC33, the

Referee shall review the decision of the Engineer and may, if he deems it appropriate, require the parties to supply him with further information or documentation, giving each party an opportunity to respond. The Referee may inspect the work after giving reasonable notice to each party of the time he intends to do so.

61.4 Not later than thirty days after receipt of the last documentary submission, the Referee shall issue

his written decision with reasons, to the parties. 61.5 Subject to GC 62.6, a decision of the Referee under GC62.4 is final and binding on the parties. 61.6 Either party may within 10 days of receiving the Referee’s decision, protest that decision. The

protest shall be in writing, contain full reasons for the protest and be given to the other party. Either party may then take whatever lawful action they consider appropriate in the circumstances.

61.7 The costs of retaining the Referee shall be shared equally between the WSCC and the

Contractor, unless the Referee directs otherwise. The WSCC may deduct such costs assessed against the Contractor by the Referee, from any amount due and payable by the WSCC to the Contractor under the Contract.

GC62 INTELLECTUAL PROPERTY Title to any report, drawing, photograph, plan, specification, model, prototype, pattern, sample,

design, logo, technical information, invention, method or process and all other property, work or materials which are produced by the Contractor in performing the contract or conceived, developed or first actually reduced to practice in performing the contract (herein called "the

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property") shall vest in the WSCC and the Contractor hereby absolutely assigns to the WSCC the copyright in the property for the whole of the term of the copyright.

GC63 CRIMINAL RECORDS CHECK

The Contractor shall submit upon request of the WSCC and at the expense of the Contractor the names of each individual who will be involved in the performance of the Work with a current Criminal Records Check in a form or forms acceptable to the WSCC for approval by the WSCC. The WSCC reserves the right to further request a Positive Identification and Certified Criminal Records Check, at the expense of the Contractor, if the Criminal Records Check indicates there may be an apparent record.

The WSCC reserves the right to refuse access to the whole or any portion of a facility to such and individual, who in the opinion of the WSCC, acting reasonably, and by reason of that individuals past criminal record, poses and unacceptable risk to the operation or occupants of the facility. The WSCC shall advise the Contractor, in writing of those individuals to whom access to a facility will be denied or restricted.

GC64 CONFIDENTIALITY The Contractor shall ensure that all and any information related to the affairs of the WSCC to

which the Contractor becomes privy as a result of this Contract, is confidential and shall be treated as confidential during and after the term of this Contract and shall not be divulged, released or published without the prior written approval of the WSCC.

END OF GENERAL CONDITIONS

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Certificate of Completion

STATUTORY DECLARATION

THE MATTER OF a contract bearing

#_____________________________________________________________

Between the Workers’ Safety and Compensation Commission and

______________________________________________________________ (Insert full name of contractor.)

(the “Contractor”),

for____________________________________________________________ (Briefly describe the work to be performed.)

dated the______________ day of__________________ , 20____

and

IN THE MATTER OF the Certificate of Completion relating thereto TO WIT: I,______________________________________ of________________________________ (Print or type full name of declarant.) (Declarant's city of residence.) DO SOLEMNLY DECLARE: (1) That I am_______________________________________________________________

(Print or type declarant's position or title with the Contractor or state that the declarant is the Contractor.)

and as such have a personal knowledge of the said contract and of the facts and matters stated herein.

(2) That all assessments and levies under The Unemployment Insurance Act, The Workers'

Compensation Act or other social or labour legislation in respect of the said contract have been fully paid.

(3) That all subcontractors, labourers and suppliers of materials and equipment whatsoever who

have entered into agreements to supply goods or services which have been incorporated into the construction of this project have been fully paid except for contractual holdbacks and the further amount(s), if any, which is (are) listed below which is (are) being withheld from the subcontractor(s) listed herein, due to legitimate dispute(s) arising out of the performance, or lack of performance, of the work by the listed subcontractor(s):

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Amount(s) in Dispute

Subcontractor(s) and being withheld ______________________________________________ ___________________ ______________________________________________ ___________________ ______________________________________________ ___________________ ______________________________________________ ___________________ and the following amounts, if any which are being withheld pending payment to the Contractor by the WSCC: Amount(s) Subcontractor(s) Being Withheld _____________________________________________ ____________________ _____________________________________________ ____________________ _____________________________________________ ____________________ _____________________________________________ ____________________ And I make this SOLEMN DECLARATION conscientiously believing it to be true, and knowing that it is of the same force and effect as if made under oath and by virtue of the LAWS OF CANADA and the NORTHWEST TERRITORIES. DECLARED before me at_________________________________________ this____________ day of _______________________, 20_____ ___________________________________________________________________ (Signature of declarant.) ______________________________________________________________ (Signature of person before whom declaration is made.) ______________________________________________________________ (Print name of person before whom declaration is made.) A Notary Public, Commissioner, etc.________________________________________________ ______________________________________________________________________________ (Please state clearly authority for receiving solemn declarations - notaries to affix notary seal.) NOTE 1. Where the Contractor is a corporation or a partnership, declarant's position in the

corporation or partnership, and the corporation or partnership name should be clearly shown in No. 1.

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NOTE 2. Where the Contractor is an individual he must make the declaration himself. Where the Contractor is a partnership the declaration must be made by one of the partners. Where the Contractor is an incorporated company, the declaration must be made by the President, Vice-President, Secretary Treasurer or a Director. If any other person makes the declaration, two copies of the by-law issued under the corporation seal, authorizing the individual to execute documents must be submitted with the first declaration of each contract.

If this declaration is not complete in every detail, it will be returned for completion and payment will be delayed. The following excerpts of the Criminal Code of Canada are hereby brought to the attention of the Declarant: 134 (1) “Subject to subsection (2) everyone who, not being specifically permitted, authorized or

required by law to make a statement under oath or solemn affirmation, makes such a statement, by affidavit, solemn declaration or deposition or orally before a person who is authorized by law to permit it to be made before him, knowing that the statement is false, is guilty of an offence punishable on summary conviction.”