HomeMy WebLinkAbout13 052 Kincardine Library Roof (D.J. Peat Roofing and Sheet Metal Ltd.) 2013 Tender Acceptance By-law THE CORPORATION OF THE MUNICIPALITY OF KINCARDINE
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BY -LAW
NO. 2013 - 052
BEING A BY -LAW TO ACCEPT A TENDER TO REMOVE AND REPLACE THE
EXISTING ROOF, GUARDRAIL AND HVAC FOR
THE KINCARDINE LIBRARY ROOF
(D.J. Peat Roofing and Sheet Metal Ltd.)
• WHEREAS pursuant to the said Municipal Act, Section 8 (1) and 9 provide that
the powers of a municipality under this or any other Act shall be interpreted
broadly so as to confer broad authority on the municipality to enable the
municipality to govern its affairs as it considers appropriate and to enhance the
municipality's ability to respond to municipal issues and has the capacity, rights,
powers and privileges of a natural person for the purpose of exercising its
authority under this or any other Act;
AND WHEREAS it has been determined that there is a need to remove and
replace the existing roof, guardrail and HVAC at the Kincardine Library as per
Tender No. 2012 -09 and Report PW 2013 -06;
NOW THEREFORE the Council of The Corporation of the Municipality of
Kincardine ENACTS as follows:
1. That the tender of D.J. Peat Roofing and Sheet Metal Ltd. to remove and
replace the existing roof, guardrail and HVAC at the Kincardine Library, in
the amount of $215,035.00 (not including applicable taxes), be hereby
• accepted.
2. That the amount over the approved $189,000.00 in 2013 budget be funded
from the Lifecycle Reserve Fund.
3. That the Mayor and Chief Administrative Officer be authorized and directed
to execute on behalf of the Council of The Corporation of the Municipality
of Kincardine, any contracts and other documents required to authorize
such work to commence.
4. This by -law shall come into full force and effect upon its final passage.
...12
•
Page 2
Kincardine Library Roof (D.J. Peat Roofing and Sheet Metal Ltd.)
2013 Tender Acceptance By -Iaw
By -Iaw No. 2013 - 052
111
5. This by -Iaw may be cited as the "Kincardine Library Roof (D.J. Peat
Roofing and Sheet Metal Ltd.) 2013 Tender Acceptance By-law".
READ a FIRST and SECOND TIME this 8 day of May, 2013.
1110 ayor Clerk
READ a THIRD TIME and FINALLY PASSED this 8 day of May, 2013.
'go i,mc,e,..
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!. y or Clerk
•
•
•
Kincardine Library Roof (D.J. Peat Roofing and Sheet Metal Ltd.)
2013 Tender Acceptance By -law
By -Law No. 2013 - 052
CONTRACT DOCUMENT:
D.J. PEAT ROOFING AND SHEET METAL LTD.
Project: Kincardine Library Roof, Guardrail and HVAC Project,
727 Queen Street, Kincardine, ON
Municipality of Kincardine Project No. 2012 -09
(Report PW 2013 -06)
NA Engineering Associates Inc. Project No. 12 -4020
Refer to Article A -8 for signed contract (Page 5)
Between
Owner
Municipality of Kincardine
and
Contractor
D.J. Peat Roofing and Sheet Metal Ltd.
Filed under separate cover in Administration File — C01 in Central
Records:
N.B. Drawings are too large to scan. Originals in C01 Central
Records with Contract.
Titled:
Municipality of Kincardine By -Law No. 2013 - 052
BEING A BY -LAW TO ACCEPT A TENDER TO REMOVE AND
REPLACE THE EXISTING ROOF, GUARDRAIL AND HVAC FOR
THE KINCARDINE LIBRARY ROOF
(D.J. Peat Roofing and Sheet Metal Ltd.)
Cited as: Kincardine Library Roof (D.J. Peat Roofing and Sheet Metal Ltd.) 2013
Tender Acceptance By -law
Dated: 8 day of May, 2013
Roofing & Sheet Metal Ltd.
PO BOX 11, OWEN SOUND TELEPHONE (519) 371 -3888
ONTARIO N4K 5P1 FAX (519) 371 -4694
March 19, 2014
Municipality of Kincardine
1475 Concession 5
KINCARDINE, On
N2Z 2X6
Re: Kincardine Library
727 Queen Street
Kincardine, On
Enclosed, please find the original Soprema Ten Year Limited Warranty for the job we have
completed at the above noted address.
Please read the conditions and forward to your client to keep in a safe place.
We trust the enclosed is satisfactory, but should you have any questions, please do not
hesitate to contact us.
Yours truly,
/ � iI
Kate Webber
Administration Assistant
Members O.I.R.C.A. Members C.R.C.A.
SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA SOPREMA
Ita WARRANTY NUMBER : P05256 ` ° o
SOPREMA WARRANTY PLATINUM 10 YEARS / .
Name and address of owner : Project description : r S �' 9
Municipality of Kincardine Area : m
1475 Concession 5 1100 ft a
a Kincardine, ON Date issued:
N2Z2X6 2013 -09 -21 3
Name and address of contractor : Specification : B ti'i ('% ` A
v
D.J. Peat Roofing & Sheet Metal Ltd. Base sheet field area:
1 P.O. Box 11 Colply Base -410
Owen Sound, ON Cap sheet field area
N4K5P1 Colply Traffic Cap -460
Name and address of project : Base sheet flashings : 8
Kincardine Library Sopraflash Stick E
727 Queen Street Cap sheet fleshings: a
Kincardine, ON Colply Traffic Cap -460
i N2Z1Z9
SOPREMA INC., a legally constituted corporation with its registered office at 1688 rue J.B. Michaud, Drummondville (Quebec) J2C 8E9, hereafter designed as
xi
SOPREMA, warrants, to the above referenced owner, that SOPREMA will repair any Teaks in the roofing membrane for the above referenced building and roof a
area during the warranty period indicated above, beginning at the issue date of the warranty or at the date of substantial completion if applicable, subject to the a
LIMITATIONS and CONDITIONS set forth hereunder: o
X is
I
LIMITATIONS and CONDITIONS 9
i 1. In the event that manufacturing defects or deficiencies in the materials furnished or approved by SOPREMA or an application defect by the approved roofing contractor p
which causes water infiltration to occur, and provided that the materials in question were installed in strict compliance with current published standards, instructions and
1 specifications prepared by SOPREMA, SOPREMA undertakes, for the duration of this warranty, to make all necessary repairs to restore the roofing system to dry and r xi
watertight condition. The liability of SOPREMA hereunder shall be limited to the cost of materials and labour to restore the roofing assembly and membrane to a dry and a
watertight condition and shall, under no circumstances, include the replacement of an existing roof assembly in the case of a recover (Platinum Generations), any direct,
indirect or consequential damages of any kind other than damage to the roof. Specifically, SOPREMA shall not be liable for loss of use of the building or the equipment or O
1 contents therein, lost profits due to production stoppages or any other type of harm whatsoever and without restriction caused to the owner, the users and /or any clients.
2. With the exception of SOPRANATURE green roof system components provided by SORPEMA, the owner will have to (at its own expense) do the work required to free the xi
roofing membranes from any items covering them, including but not limited to earth rill, plants, paving stones, concrete, gravel and insulation, so that SOPREMA can
S proceed with the repairs.
g 3. In the event that materials covered by the warranty are no longer available, SOPREMA reserves the right to supply other materials compatible with the work to be rn
I performed.
4. This warranty shall only be in effect if SOPREMA has been paid in full for all warranty charges and materials supplied for installation on the above - referenced building.
i 5. Subject to the other terms and conditions of this warranty and without limiting the generality thereof, SOPREMA shall not be held liable in the event of: a) Abusive or
abnormal use of the materials supplied by SOPREMA, such as excessive traffic on the roof, use as a storage area, storage or stockpiling of materials or objects on
SOPREMA materials. b) Faulty building design or construction. c) Insufficient ventilation of the attic in buildings with vented attics. d) Alterations, transformation, additions
or repairs to the roof after the above referenced date without prior, written authorization from SOPREMA e) Damage from falling objects regardless of source. f) Acts of
God including but not limited to war, rioting, acts of terrorism and natural catastrophes, including but not limited to flooding, lightning, hail, earthquakes and windstorms. g)
Movement or deterioration of a material adjacent to and /or incorporated into materials used as a direct or indirect base for the membrane, or any defects in the building
p structure or abnormal movement thereof. h) Improper maintenance of the roof, or failure to exercise reasonable care.
m 6. During the warranty period, SOPREMA agents or employees must have free access to the roof at all times during regular business hours as may be required.
8 a 7. This warranty may be transferred to subsequent owners of the building provided written notice is sent to SOPREMA, at the above - referenced address within THIRTY (30) 8
days of change of ownership, failing which, the warranty shall be null and void.
8. The warranty holders' recourse as described herein is the sole and exclusive recourse in the event of a claim under this warranty or a claim in any way related to the
VI membrane, and excludes all other types of claim, including for regular wear, changed appearance or variation in colour or tone.
I e 9. In the event of dispute over interpretation or enforcement of this warranty, the court jurisdiction for dispute settlement shall be that of the province in which the building is
located and in the city in which SOPREMA has its closest registered office. In the event that SOPREMA has no registered office in the province, the city shall be that in 9
1. which the building is located.
10. The owner is presumed to have understood the nature and scope of each clause of this warranty unless explanations were asked in writing of SOPREMA within TEN (10)
4 11. days of the issuance date.
In the event a leak occurs during the warranty period, the warranty holder must notify SOPREMA in writing at the above - referenced address to the attention of the
Warranty Agent, Soprema Technical Department, within EIGHT (8) days of the discovery of the leakage.
i No agent, supplier representative or employee of SOPREMA is authorized to alter this warranty in any way whatsoever. No warranties or
obligations, whether express or implied and whether of a legal nature or not, shall extend the scope of the present warranty. In the event
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an individual term or provision of this warranty is declared null and void by a Court, the other terms and provisions of the warranty shall
retain their full force and effect and not be invalidated in any way. a
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D.J. Peat Roofing & Sheet Metal Ltd.
P.O. Box 11
Owen Sound, ON
N4K5P1
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11110* IV-
J anuary 14, 2014 '
1 Mun icipality of Kincardine r
� 727 Queen Street, Kincardine, ill
lif Ontario N2Z 1Z9
This is to certify that the con -
tract for the following ir
im, improvement: Kincardine,,
wilibm. 41110, Library Roof, Guardrail and .fir•
Heating, Ventilation and Air
ilt Conditioning Project
To the above premises was ' 4111,
substantially performed on: 1
December 20, 2013
Date Certificate Signed: January ,i/f
* 2 , 2014
400,....... - Name of Owner: Municipality of , ,
Kincardine '�
Address for Service: 1475 Con - moos.
,�1t►` cession 5, RR 5, Kincardine,
'' O N2Z 2X6
0 Name of Contractor: D.J. Peat
Illtok Roofing and Sheet Metal Lim -i.
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Address for Service: P.O. Box 11, a ,
Owen Sound, ON N4K 5P1 4 .
N ame of Payment Certifier: N '"�"
OW tw-. Engineering A ssociates Inc.
mr_i Address: 933 Queen Street, Kin- 12
w cardine, ON N2Z 2Y2
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' cardine Library, 727 Queen A
Street, Kincardine, Ontario
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' ` °''�" N "''' R * _ AND CONSTROCTtO RECORD
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CCDC 2
I
I
stipulated price contract
I
I
2008
I
Kincardine Library Roof, Guardrail and HVAC Project, 727 Queen Street, Kincardine, ON
Municipality of Kincardine Project No. 2012 -09
NA Engineering Associates Inc. Project No. 12 -4020
Apply a CCDC 2 copyright seal here. The application
of the seal demonstrates the intention of the party
proposing the use of this document that it be an
accurate and unamended form of CCDC 2 — 2008
except to the extent that any alterations, additions or
modifications are set forth in supplementary conditions.
N: " t A N z f. )\ ' I [ G11 ON I c :j C M I. IN ' J S (J' O iv1 M IT T EE
CANADIAN CONSTRUCTION DOCUMENTS COMMITTEE
CANADIAN CONSTRUCTION DOCUMENTS COMMITTEE
I
TABLE OF CONTENTS
I AGREEMENT BETWEEN OWNER AND CONTRACTOR PART 5 PAYMENT
A -1 The Work GC 5.1 Financing Information Required of the Owner
A -2 Agreements and Amendments GC 5.2 Applications for Progress Payment
I A -3 Contract Documents GC 5.3 Progress Payment
A -4 Contract Price GC 5.4 Substantial Performance of the Work
A -5 Payment GC 5.5 Payment of Holdback upon Substantial Performance of the Work
A -6 Receipt of and Addresses for Notices in Writing GC 5.6 Progressive Release of Holdback
A -7 Language of the Contract GC 5.7 Final Payment
A -8 Succession GC 5.8 Withholding of Payment
GC 5.9 Non - conforming Work
DEFINITIONS
1. Change Directive PART 6 CHANGES IN THE WORK
I 2. Change Order GC 6.1 Owner's Right to Make Changes
3. Construction Equipment GC 6.2 Change Order
4. Consultant GC 6.3 Change Directive
5. Contract GC 6.4 Concealed or Unknown Conditions
6. Contract Documents GC 6.5 Delays
I
7. Contract Price GC 6.6 Claims for a Change in Contract Price
8. Contract Time
9. Contractor PART 7 DEFAULT NOTICE
10. Drawings GC 7.1 Owner's Right to Perform the Work, Terminate the Contractor's Right to
I 11. Notice in Writing Continue with the Work or Terminate the Contract
12. Owner GC 7.2 Contractor's Right to Suspend the Work or Terminate the Contract
13. Place of the Work
14. Product PART 8 DISPUTE RESOLUTION
15. Project GC 8.1 Authority of the Consultant
I
16. Provide GC 8.2 Negotiation, Mediation and Arbitration
17. Shop Drawings GC 8.3 Retention of Rights
18. Specifications
19. Subcontractor PART 9 PROTECTION OF PERSONS AND PROPERTY
I 20. Substantial Performance of the Work GC 9.1 Protection of Work and Property
21. Supplemental Instruction GC 9.2 Toxic and Hazardous Substances
22. Supplier GC 9.3 Artifacts and Fossils
23. Temporary Work GC 9.4 Construction Safety
24. Value Added Taxes GC 9.5 Mould
I
25. Work
26. Working Day PART 10 GOVERNING REGULATIONS
GC 10.1 Taxes and Duties
GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT GC 10.2 Laws, Notices, Permits, and Fees
GC 10.3 Patent Fees
PART 1 GENERAL PROVISIONS GC 10.4 Workers' Compensation
GC I.1 Contract Documents
GC 1.2 Law of the Contract PART 11 INSURANCE AND CONTRACT SECURITY
GC 1.3 Rights and Remedies GC 11.1 Insurance
I
GC 1.4 Assignment GC 11.2 Contract Security
PART 2 ADMINISTRATION OF THE CONTRACT PART 12 INDEMNIFICATION, WAIVER OF CLAIMS AND WARRANTY
GC 2.1 Authority of the Consultant GC 12.1 Indemnification
I GC 2.2 Role of the Consultant GC 12.2 Waiver of Claims
GC 2.3 Review and Inspection of the Work GC 12.3 Warranty
GC 2.4 Defective Work
The Canadian Construction Documents Committee (CCDC) is a national joint
I PART 3 EXECUTION OF THE WORK committee responsible for the development, production and review of standard
GC 3.1 Control of the Work Canadian construction contracts, forms and guides. Formed in 1974 the CCDC is
GC 3.2 Construction by Owner or Other Contractors made up of volunteer representatives from:
GC 3.3 Temporary Work
GC 3.4 Document Review Public Sector Owners
GC 3.5 Construction Schedule Private Sector Owners
GC 3.6 Supervision
Canadian Bar Association (Ex- Officio)
GC 3.7 Subcontractors and Suppliers The Association of Canadian Engineering Companies
*
GC 3.8 Labour and Products The Canadian Construction Association
GC 3.9 Documents at the Site * Construction Specifications Canada
I GC 3.10 Shop Drawings
GC 3.11 Use of the Work * The Royal Architectural Institute of Canada
*Committe e policy and procedures are directed and approved by the four constituent
GC 3.12 Cutting and Remedial Work national organizations.
GC 3.13 Cleanup
I PART 4 ALLOWANCES
CCDC 2 is the product of a consensus- building process aimed at balancing the
interests of all parties on the construction project. It reflects recommended industry
GC 4.1 Cash Allowances practices. CCDC 2 can have important consequences. The CCDC and its
GC 4.2 Contingency Allowance constituent member organizations do not accept any responsibility or liability for
loss or damage which may be suffered as a result of the use or interpretation of
I CCDC 2.
CCDC Copyright 2008
Must not be copied in whole or in part without the written permission of the CCDC.
Standard Construction Document CCDC 2 — 2008
' AGREEMENT BETWEEN OWNER AND CONTRACTOR
For use when a stipulated price is the basis of payment.
This Agreement made on the 13 day of MAY in the year 2013 .
• I by and between the parties
Municipality of Kincardine
hereinafter called the "Owner"
and
D.J. Peat Roofing and Sheet Metal Limited
' hereinafter called the "Contractor"
The Owner and the Contractor agree as follows:
' ARTICLE A -1 THE WORK
The Contractor shall:
1.1 perform the Work required by the Contract Documents for
Installation of new roofing system, roof top units, structural framing for roof top units and guardrails.
insert above the name of the Work
located at
' 727 Queen Street, Kincardine, Ontario, N2Z 1Z9
insert above the Place of the Work
' for which the Agreement has been signed by the parties, and for which
NA Engineering and Associates Inc.
' is acting as and is hereinafter called the "Consultant" and insert above the name of the Consultant
1.2 do and fulfill everything indicated by the Contract Documents, and
' 1.3 commence the Work by the 16th day of MAY in the year 2013 and, subject to adjustment in Contract
Time as provided for in the Contract Documents, attain Substantial Performance of the Work, by the o of day
' of d1JNE in the year 2013 . (�
Wt—
Jv �y
ARTICLE A -2 AGREEMENTS AND AMENDMENTS
2.1 The Contract supersedes all prior negotiations, representations or agreements, either written or oral, relating in any manner
to the Work, including the bidding documents that are not expressly listed in Article A -3 of the Agreement - CONTRACT
' DOCUMENTS.
2.2 The Contract may be amended only as provided in the Contract Documents.
CCDC 2 — 2008 File 005213 1
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
ARTICLE A -3 CONTRACT DOCUMENTS
3.1 The following are the Contract Documents referred to in Article A -1 of the Agreement - THE WORK:
' - Agreement between Owner and Contractor
Definitions
— The General Conditions of the Stipulated Price Contract
*
ADDENDUM #1, DATED APRIL 19TH, 2013
COPY OF TENDER FORM RECEIVED FROM DJ PEAT ROOFING AND SHEET METAL LIMITED.
' SPECIFICATIONS
Section No. Title No. of Pages
' CONTRACTING REQUIREMENTS
00100 Instructions to Bidders 7
00300 Bid Form 9
DIVISION 1 GENERAL REQUIREMENTS
01000 General Conditions 11
' 01010 Scope of Work 6
01330 Submittal Procedures 3
01400 Quality Control 4
' 01545 Safety Requirements 5
01600 Material and Equipment 7
01700 Contract Closeout 4
' DIVISION 2 SITE WORK
02070 Selective Demolition 4
' DIVISION 4 - MASONRY
04210 Masonry Restoration 3
' DIVISION 6 - WOOD
06100 Rough Carpentry 4
' DIVISION 7 - THERMAL AND MOISTURE
07312 Asphalt Shingles 9
07510 Built up Roofing 14
07600 Sheet Metal Flashings 6
DRAWINGS - Dated - 2013APR05
' R1 Roof Plan
R2 to R3 Roof Details (R2 - Revised in Addendum # 1)
S1 HVAC Framing Plan
S2 Guardrails Plan, Elevation and Details - Revised in Addendum # 1
M1 HVAC Plans
M2 HVAC Specifications and Schedules
* (Insert here, attaching additional pages if required, a list identing all other Contract Documents e.g. supplementary
conditions; information documents; specifications, giving a list of contents with section numbers and titles, number of pages
and date; material finishing schedules; drawings, giving drawing number, title, date, revision date or mark; addenda, giving
title, number, date)
' CCDC 2 — 2008 File 005213 2
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
ARTICLE A -4 CONTRACT PRICE
1 4.1 The Contract Price, which excludes Value Added Taxes, is:
I Two hundred and fifteen thousand, and thirty -five 00
/100 dollars $ 215,035.00
I 4.2 Value Added Taxes (of 13 %) payable by the Owner to the Contractor are:
Twenty -seven thousand, nine hundred and fifty -four 55
1 /100 dollars $ 27,954.55
4.3 Total amount payable by the Owner to the Contractor for the construction of the Work is:
I Two hundred and forty -two thousand, nine hundred and eighty-nine 55
/100 dollars $ 242,989.55
4.4 These amounts shall be subject to adjustments as provided in the Contract Documents.
I 4.5 All amounts are in Canadian funds.
ARTICLE A -5 PAYMENT
5.1 Subject to the provisions of the Contract Documents, and in accordance with legislation and statutory regulations respecting
holdback percentages and, where such legislation or regulations do not exist or apply, subject to a holdback of
I ten percent ( 10 %), the Owner shall:
.1 make progress payments to the Contractor on account of the Contract Price when due in the amount certified by the
Consultant together with such Value Added Taxes as may be applicable to such payments, and
.2 upon Substantial Performance of the Work, pay to the Contractor the unpaid balance of the holdback amount when due
I together with such Value Added Taxes as may be applicable to such payment, and
.3 upon the issuance of the final certificate for payment, pay to the Contractor the unpaid balance of the Contract Price
when due together with such Value Added Taxes as may be applicable to such payment.
I 5.2 In the event of loss or damage occurring where payment becomes due under the property and boiler insurance policies,
payments shall be made to the Contractor in accordance with the provisions of GC 11.1 — INSURANCE.
I 5.3 Interest
.1 Should either party fail to make payments as they become due under the terms of the Contract or in an award by
arbitration or court, interest at the following rates on such unpaid amounts shall also become due and payable until
payment:
I (1) 2% per annum above the prime rate for the first 60 days.
(2) 4% per annum above the prime rate after the first 60 days.
Such interest shall be compounded on a monthly basis. The prime rate shall be the rate of interest quoted by
I the Bank of Canada
I (Insert name of chartered lending institution whose prime rate is to be used)
for prime business loans as it may change from time to time.
.2 Interest shall apply at the rate and in the manner prescribed by paragraph 5.3.1 of this Article on the settlement amount
of any claim in dispute that is resolved either pursuant to Part 8 of the General Conditions — DISPUTE RESOLUTION
I or otherwise, from the date the amount would have been due and payable under the Contract, had it not been in dispute,
until the date it is paid.
I CCDC 2 — 2008 File 005213 3
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
I CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
0
0 ARTICLE A -6 RECEIPT OF AND ADDRESSES FOR NOTICES IN WRITING
6.1 Notices in Writing will be addressed to the recipient at the address set out below. The delivery of a Notice in Writing will be by
hand, by courier, by prepaid first class mail, or by facsimile or other form of electronic communication during the transmission
of which no indication of failure of receipt is communicated to the sender. A Notice in Writing delivered by one party in
accordance with this Contract will be deemed to have been received by the other party on the date of delivery if delivered by
hand or courier, or if sent by mail it shall be deemed to have been received five calendar days after the date on which it was
IP mailed, provided that if either such day is not a Working Day, then the Notice in Writing shall be deemed to have been received
on the Working Day next following such day. A Notice in Writing sent by facsimile or other form of electronic communication
shall be deemed to have been received on the date of its transmission provided that if such day is not a Working Day or if it is
received after the end of normal business hours on the date of its transmission at the place of receipt, then it shall be deemed to
have been received at the opening of business at the place of receipt on the first Working Day next following the transmission
thereof. An address for a party may be changed by Notice in Writing to the other party setting out the new address in accordance
with this Article.
Owner
•
Municipality of Kincardine
name of Owner*
1475 Concession 5, Kincardine, ON, N2Z 2X6
address
519 396 - 3468 ext. 120 GSandhu @Kincardine.net
facsimile number email address
1 Contractor
D.J. Peat Roofing and Sheet Metal Limited.
I name of Contractor*
438840 Grey Road 15, Annan, ON, NOH IB0
III address
519 371 - 3888 financial @djpeatroofing.ca
IP facsimile number email address
Consultant
ill NA Engineering Associates Inc.
name of Consultant*
933 Queen Street, Kincardine, ON, N2Z 2Y2
address
519 396 - 1000 mlaker @naeng.com
1 facsimile number email address
* I f it is intended that the notice must be received by a specific individual, that individual's name shall be indicated
II ARTICLE A -7 LANGUAGE OF THE CONTRACT
7.1 When the Contract Documents are prepared in both the English and French languages, it is agreed that in the event of any
apparent discrepancy between the English and French versions, the English / Fr�ch # language shall prevail.
# Complete this statement by striking out inapplicable term.
7.2 This Agreement is drawn in English at the request of the parties hereto. La pr8sente convention est redig6e en anglais lt la
I demande des parties.
CCDC 2 — 2008 File 005213 4
Note: This contract is protecte by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
I contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
1 i
' RESOLUTION OF THE SOLE DIRECTOR
OF
' D.J. PEAT ROOFING & SHEET METAL LTD.
(the "Corporation ")
1
1. APPOINTMENT OF SIGNING OFFICER
' WHEREAS, in accordance with Section 2.4 of By -Law No. 1 of the Corporation, the board may
from time to time direct the manner in which and the person or persons by whom a particular
' document or class of documents shall be executed;
NOW THEREFORE BE IT RESOLVED THAT:
a) Andrea Redlich, General Manager, is hereby appointed as an Authorized Signing Officer
of the Corporation with power and authority to execute all written contracts on behalf of
1 the Corporation;
b) The person designated in paragraph a) above shall have power to bind the Corporatiop in
1 any and all matters in connection with the completion of the aforesaid and is entitled and
directed to take instructions with respect to the foregoing from the Corporation's property
manager;
c) The person designated in paragraph a) above may affix the corporate seal to any such
contract requiring the same; and
t d) This appointment shall cease immediately upon the termination of Andrea Redlich's
employment with the Corporation.
The delivery of a copy of this resolution and /or of signature page(s) b facsimile transmission or
D' pY g by
pdf e -mail shall constitute effective execution of this resolution by such director and may be used
' in lieu of the original resolution for all purposes. Signatures of the directors transmitted by
facsimile or pdf e -mail shall be deemed to be their original signatures for all purposes.
' THE FOREGOING RESOLUTION is hereby signed by the sole director of the Corporation,
as evidenced by his signature hereto in accordance with the provisions of section 129(1) of the
Business Corporations Act (Ontario). 1
t
DATED: e 1be
Dec n t 2, 2012.
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III
111 . S
ARTICLE A -8 SUCCESSION
•
•
8.1 The Contract shall enure to the benefit of and be binding upon the parties hereto, their respective heirs, legal representatives,
successors, and assigns.
Ill In witness whereof the parties hereto have executed this Agreement by the hands of their duly authorized representatives.
SIGNED AND DELIVERED . ,
in the presence of:
ill WITNESS OWNER
Municipality of Kincardine
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name of ow
- 011. CLerA___
signature signature ).C■- VI )CoAct ‘er-N,9 V r
name of person signing name and title of on signing Q o
1 TL' s-
VVVV
signature signature
I name of person signing name and title of person signing
I WITNESS CONTRACTOR
D.J. Peat Roofing and Sheet Metal Ltd.
I name of Contractor
signature 7 signature
•
I ,._._,Jan 0
n ame of person signing name and title of person signing
I signature S signature
I name of person signing name and title o person signing
g g of gn b'
I N.B. Where legal jurisdiction, local practice or Owner or Contractor requirement calls for:
(a) proof of authority to execute this document, attach such proof of authority in the form of a certified copy of a resolution
naming the representative(s) authorized to sign the Agreement for and on behalf of the corporation or partnership; or
(b) the affixing of a corporate seal, this Agreement should be properly sealed.
I CCDC 2 — 2008 File 005213 5
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
I contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
II
Standard Construction Document CCDC 2 — 2008
DEFINITIONS °
The following Definitions shall apply to all Contract Documents.
1. Change Directive
A Change Directive is a written instruction prepared by the Consultant and signed by the Owner directing the Contractor to
I proceed with a change in the Work within the general scope of the Contract Documents prior to the Owner and the
Contractor agreeing upon adjustments in the Contract Price and the Contract Time.
2. Change Order
A Change Order is a written amendment to the Contract prepared by the Consultant and signed by the Owner and the
Contractor stating their agreement upon:
- a change in the Work;
- the method of adjustment or the amount of the adjustment in the Contract Price, if any; and
.- the extent of the adjustment in the Contract Time, if any.
3. Construction Equipment
Construction Equipment means all machinery and equipment, either operated or not operated, that is required for preparing,
fabricating, conveying, erecting, or otherwise performing the Work but is not incorporated into the Work.
4. Consultant
The Consultant is the person or entity engaged by the Owner and identified as such in the Agreement. The Consultant is the
Architect, the Engineer or entity licensed to practise in the province or territory of the Place of the Work. The term
Consultant means the Consultant or the Consultant's authorized representative.
5. Contract
The Contract is the undertaking by the parties to perform their respective duties, responsibilities and obligations as
ill prescribed in the Contract Documents and represents the entire agreement between the parties.
6. Contract Documents
The Contract Documents consist of those documents listed in Article A -3 of the Agreement - CONTRACT DOCUMENTS
and amendments agreed upon between the parties.
7. Contract Price
The Contract Price is the amount stipulated in Article A -4 of the Agreement - CONTRACT PRICE.
1 8. Contract Time
The Contract Time is the time stipulated in paragraph 1.3 of Article A -1 of the Agreement - THE WORK from 1
commencement of the Work to Substantial Performance of the Work.
I 9. Contractor
The Contractor is the person or entity identified as such in the Agreement. The term Contractor means the Contractor or the
Contractor's authorized representative as designated to the Owner in writing.
1 10. Drawings
The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued,
showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, and diagrams.
I 11. Notice in Writing
A Notice in Writing, where identified in the Contract Documents, is a written communication between the parties or between
them and the Consultant that is transmitted in accordance with the provisions of Article A -6 of the Agreement — RECEIPT
I OF AND ADDRESSES FOR NOTICES IN WRITING.
12. Owner
The Owner is the person or entity identified as such in the Agreement. The term Owner means the Owner or the Owner's
I authorized agent or representative as designated to the Contractor in writing, but does not include the Consultant.
13. Place of the Work
The Place of the Work is the designated site or location of the Work identified in the Contract Documents. •
I 14. Product
Product or Products means material, machinery, equipment, and fixtures forming the Work, but does not include
Construction Equipment.
I CCDC 2 - 2008 File 007100 6
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
I contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
III
15. Project
The Project means the total construction contemplated of which the Work may be the whole or a part.
II 16. Provide
Provide means to supply and install.
17. Shop Drawings
Shop Drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, Product data, and other data
which the Contractor provides to illustrate details of portions of the Work.
18. Specifications
The Specifications are that portion of the Contract Documents, wherever located and whenever issued, consisting of the written
0 requirements and standards for Products, systems, workmanship, quality, and the services necessary for the performance of the
Work.
19. Subcontractor
A Subcontractor is a person or entity having a direct contract with the Contractor to perform a part or parts of the Work at
the Place of the Work.
20. Substantial Performance of the Work
Substantial Performance of the Work is as defined in the lien legislation applicable to the Place of the Work. If such
legislation is not in force or does not contain such definition, or if the Work is governed by the Civil Code of Quebec,
Substantial Performance of the Work shall have been reached when the Work is ready for use or is being used for the
I purpose intended and is so certified by the Consultant.
21. Supplemental Instruction
A Supplemental Instruction is an instruction, not involving adjustment in the Contract Price or Contract Time, in the form of
Specifications, Drawings, schedules, samples, models or written instructions, consistent with the intent of the Contract
Documents. It is to be issued by the Consultant to supplement the Contract Documents as required for the performance of
the Work.
22. Supplier
A Supplier is a person or entity having a direct contract with the Contractor to supply Products.
23. Temporary Work
Temporary Work means temporary supports, structures, facilities, services, and other temporary items, excluding Construction
I Equipment, required for the execution of the Work but not incorporated into the Work.
24. Value Added Taxes
Value Added Taxes means such sum as shall be levied upon the Contract Price by the Federal or any Provincial or Territorial
I Government and is computed as a percentage of the Contract Price and includes the Goods and Services Tax, the Quebec
Sales Tax, the Harmonized Sales Tax, and any similar tax, the collection and payment of which have been imposed on the
Contractor by the tax legislation.
25. Work
The Work means the total construction and related services required by the Contract Documents.
26. Working Day
I Working Day means a day other than a Saturday, Sunday, statutory holiday, or statutory vacation day that is observed by the
construction industry in the area of the Place of the Work.
I s
I
I
I CCDC 2 - 2008 File 007100 7
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
I contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
I GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT Standard Construction Document CCDC 2 — 2008
PART 1 GENERAL PROVISIONS
I GC 1.1 CONTRACT DOCUMENTS
1.1.1 The intent of the Contract Documents is to include the labour, Products and services necessary for the performance of the
I Work by the Contractor in accordance with these documents. It is not intended, however, that the Contractor shall supply
products or perform work not consistent with, not covered by, or not properly inferable from the Contract Documents.
1.1.2 Nothing contained in the Contract Documents shall create any contractual relationship between:
I .1 the Owner and a Subcontractor, a Supplier, or their agent, employee, or other person performing any portion of the
Work.
.2 the Consultant and the Contractor, a Subcontractor, a Supplier, or their agent, employee, or other person performing
any portion of the Work.
I 1.1.3 The Contract Documents are complementary, and what is required by any one shall be as binding as if required by all.
1.1.4 Words and abbreviations which have well known technical or trade meanings are used in the Contract Documents in
I accordance with such recognized meanings.
1.1.5 References in the Contract Documents to the singular shall be considered to include the plural as the context requires.
1.1.6 Neither the organization of the Specifications nor the arrangement of Drawings shall control the Contractor in dividing the
I work among Subcontractors and Suppliers.
1.1.7 If there is a conflict within the Contract Documents:
.1 the order of priority of documents, from highest to lowest, shall be
— the Agreement between the Owner and the Contractor,
- the Definitions,
— Supplementary Conditions,
- the General Conditions,
I — Division 1 of the Specifications,
— technical Specifications,
— material and finishing schedules,
I — the Drawings.
.2 Drawings of larger scale shall govern over those of smaller scale of the same date.
.3 dimensions shown on Drawings shall govern over dimensions scaled from Drawings.
I .4 later dated documents shall govern over earlier documents of the same type.
1.1.8 The Owner shall provide the Contractor, without charge, sufficient copies of the Contract Documents to perform the Work.
1.1.9 Specifications, Drawings, models, and copies thereof furnished by the Consultant are and shall remain the Consultant's
I property, with the exception of the signed Contract sets, which shall belong to each party to the Contract. All Specifications,
Drawings and models furnished by the Consultant are to be used only with respect to the Work and are not to be used on
other work. These Specifications, Drawings and models are not to be copied or altered in any manner without the written
authorization of the Consultant.
I 1.1.10 Models furnished by the Contractor at the Owner's expense are the property of the Owner.
GC 1.2 LAW OF THE CONTRACT
I 1.2.1 The law of the Place of the Work shall govern the interpretation of the Contract.
GC 1.3 RIGHTS AND REMEDIES
I 1.3.1 Except as expressly provided in the Contract Documents, the duties and obligations imposed by the Contract Documents and
the rights and remedies available thereunder shall be in addition to and not a limitation of any duties, obligations, rights, and
remedies otherwise imposed or available by law.
I 1.3.2 No action or failure to act by the Owner, Consultant or Contractor shall constitute a waiver of any right or duty afforded any
of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach
thereunder, except as may be specifically agreed in writing.
I CCDC 2 — 2008 File 007213 8
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
I CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
' GC 1.4 ASSIGNMENT
1.4.1 Neither party to the Contract shall assign the Contract or a portion thereof without the written consent of the other, which
consent shall not be unreasonably withheld.
PART 2 ADMINISTRATION OF THE CONTRACT
GC 2.1 AUTHORITY OF THE CONSULTANT
2.1.1 The Consultant will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents,
unless otherwise modified by written agreement as provided in paragraph 2.1.2.
' 2.1.2 The duties, responsibilities and limitations of authority of the Consultant as set forth in the Contract Documents shall be
modified or extended only with the written consent of the Owner, the Contractor and the Consultant.
2.1.3 If the Consultant's employment is terminated, the Owner shall immediately appoint or reappoint a Consultant against whom
the Contractor makes no reasonable objection and whose status under the Contract Documents shall be that of the former
' Consultant.
GC 2.2 ROLE OF THE CONSULTANT
2.2.1 The Consultant will provide administration of the Contract as described in the Contract Documents.
2.2.2 The Consultant will visit the Place of the Work at intervals appropriate to the progress of construction to become familiar
with the progress and quality of the work and to determine if the Work is proceeding in general conformity with the Contract
' Documents.
2.2.3 If the Owner and the Consultant agree, the Consultant will provide at the Place of the Work, one or more project
representatives to assist in carrying out the Consultant's responsibilities. The duties, responsibilities and limitations of
' authority of such project representatives shall be as set forth in writing to the Contractor.
2.2.4 The Consultant will promptly inform the Owner of the date of receipt of the Contractor's applications for payment as
provided in paragraph 5.3.1.1 of GC 5.3 — PROGRESS PAYMENT.
2.2.5 Based on the Consultant's observations and evaluation of the Contractor's applications for payment, the Consultant will
determine the amounts owing to the Contractor under the Contract and will issue certificates for payment as provided in
Article A -5 of the Agreement - PAYMENT, GC 5.3 - PROGRESS PAYMENT and GC 5.7 - FINAL PAYMENT.
' 2.2.6 The Consultant will not be responsible for and will not have control, charge or supervision of construction means, methods,
techniques, sequences, or procedures, or for safety precautions and programs required in connection with the Work in
accordance with the applicable construction safety legislation, other regulations or general construction practice. The
Consultant will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract
Documents. The Consultant will not have control over, charge of or be responsible for the acts or omissions of the
Contractor, Subcontractors, Suppliers, or their agents, employees, or any other persons performing portions of the Work.
2.2.7 Except with respect to GC 5.1 - FINANCING INFORMATION REQUIRED OF THE OWNER, the Consultant will be, in the
first instance, the interpreter of the requirements of the Contract Documents.
2.2.8 Matters in question relating to the performance of the Work or the interpretation of the Contract Documents shall be initially
' referred in writing to the Consultant by the party raising the question for interpretations and findings and copied to the other
party.
2.2.9 Interpretations and findings of the Consultant shall be consistent with the intent of the Contract Documents. In making such
interpretations and findings the Consultant will not show partiality to either the Owner or the Contractor.
2.2.10 The Consultant's interpretations and findings will be given in writing to the parties within a reasonable time.
2.2.11 With respect to claims for a change in Contract Price, the Consultant will make findings as set out in GC 6.6 — CLAIMS FOR A
CHANGE IN CONTRACT PRICE.
2.2.12 The Consultant will have authority to reject work which in the Consultant's opinion does not conform to the requirements of
the Contract Documents. Whenever the Consultant considers it necessary or advisable, the Consultant will have authority to
require inspection or testing of work, whether or not such work is fabricated, installed or completed. However, neither the
authority of the Consultant to act nor any decision either to exercise or not to exercise such authority shall give rise to any
duty or responsibility of the Consultant to the Contractor, Subcontractors, Suppliers, or their agents, employees, or other
persons performing any of the Work.
' CCDC 2 — 2008 File 007213 9
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
' CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
1
2.2.13 During the progress of the Work the Consultant will furnish Supplemental Instructions to the Contractor with reasonable
promptness or in accordance with a schedule for such instructions agreed to by the Consultant and the Contractor.
2.2.14 The Consultant will review and take appropriate action upon Shop Drawings, samples and other Contractor's submittals, in
accordance with the Contract Documents.
2.2.15 The Consultant will prepare Change Orders and Change Directives as provided in GC 6.2 - CHANGE ORDER and GC 6.3
- CHANGE DIRECTIVE.
2.2.16 The Consultant will conduct reviews of the Work to determine the date of Substantial Performance of the Work as provided
in GC 5.4 - SUBSTANTIAL PERFORMANCE OF THE WORK.
2.2.17 All certificates issued by the Consultant will be to the best of the Consultant's knowledge, information and belief. By issuing
any certificate, the Consultant does not guarantee the Work is correct or complete.
2.2.18 The Consultant will receive and review written warranties and related documents required by the Contract and provided by
the Contractor and will forward such warranties and documents to the Owner for the Owner's acceptance.
GC 2.3 REVIEW AND INSPECTION OF THE WORK
2.3.1 The Owner and the Consultant shall have access to the Work at all times. The Contractor shall provide sufficient, safe and
proper facilities at all times for the review of the Work by the Consultant and the inspection of the Work by authorized
agencies. If parts of the Work are in preparation at locations other than the Place of the Work, the Owner and the Consultant
shall be given access to such work whenever it is in progress.
2.3.2 If work is designated for tests, inspections or approvals in the Contract Documents, or by the Consultant's instructions, or by
the laws or ordinances of the Place of the Work, the Contractor shall give the Consultant reasonable notification of when the
work will be ready for review and inspection. The Contractor shall arrange for and shall give the Consultant reasonable
notification of the date and time of inspections by other authorities.
2.3.3 The Contractor shall furnish promptly to the Consultant two copies of certificates and inspection reports relating to the
Work.
' 2.3.4 If the Contractor covers, or permits to be covered, work that has been designated for special tests, inspections or approvals
before such special tests, inspections or approvals are made, given or completed, the Contractor shall, if so directed, uncover
such work, have the inspections or tests satisfactorily completed, and make good covering work at the Contractor's expense.
2.3.5 The Consultant may order any portion or portions of the Work to be examined to confirm that such work is in accordance
' with the requirements of the Contract Documents. If the work is not in accordance with the requirements of the Contract
Documents, the Contractor shall correct the work and pay the cost of examination and correction. If the work is in
accordance with the requirements of the Contract Documents, the Owner shall pay the cost of examination and restoration.
2.3.6 The Contractor shall pay the cost of making any test or inspection, including the cost of samples required for such test or
inspection, if such test or inspection is designated in the Contract Documents to be performed by the Contractor or is designated
by the laws or ordinances applicable to the Place of the Work.
2.3.7 The Contractor shall pay the cost of samples required for any test or inspection to be performed by the Consultant or the Owner
if such test or inspection is designated in the Contract Documents.
GC 2.4 DEFECTIVE WORK
2.4.1 The Contractor shall promptly correct defective work that has been rejected by the Consultant as failing to conform to the
Contract Documents whether or not the defective work has been incorporated in the Work and whether or not the defect is
the result of poor workmanship, use of defective products or damage through carelessness or other act or omission of the
Contractor.
2.4.2 The Contractor shall make good promptly other contractors' work destroyed or damaged by such corrections at the
Contractor's expense.
2.4.3 If in the opinion of the Consultant it is not expedient to correct defective work or work not performed as provided in the
Contract Documents, the Owner may deduct from the amount otherwise due to the Contractor the difference in value
between the work as performed and that called for by the Contract Documents. If the Owner and the Contractor do not
agree on the difference in value, they shall refer the matter to the Consultant for a determination.
I CCDC 2 — 2008 File 007213 10
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
' CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
' PART 3 EXECUTION OF THE WORK
GC 3.1 CONTROL OF THE WORK
' 3.1.1 The Contractor shall have total control of the Work and shall effectively direct and supervise the Work so as to ensure
conformity with the Contract Documents.
3.1.2 The Contractor shall be solely responsible for construction means, methods, techniques, sequences, and procedures and for
co- ordinating the various parts of the Work under the Contract.
GC 3.2 CONSTRUCTION BY OWNER OR OTHER CONTRACTORS
' 3.2.1 The Owner reserves the right to award separate contracts in connection with other parts of the Project to other contractors
and to perform work with own forces.
3.2.2 When separate contracts are awarded for other parts of the Project, or when work is performed by the Owner's own forces,
the Owner shall:
.1 provide for the co- ordination of the activities and work of other contractors and Owner's own forces with the Work of
the Contract;
.2 assume overall responsibility for compliance with the applicable health and construction safety legislation at the Place of
' the Work;
.3 enter into separate contracts with other contractors under conditions of contract which are compatible with the
conditions of the Contract;
' .4 ensure that insurance coverage is provided to the same requirements as are called for in GC 11.1 - INSURANCE and co-
ordinate such insurance with the insurance coverage of the Contractor as it affects the Work; and
.5 take all reasonable precautions to avoid labour disputes or other disputes on the Project arising from the work of other
contractors or the Owner's own forces.
' 3.2.3 When separate contracts are awarded for other parts of the Project, or when work is performed by the Owner's own forces,
the Contractor shall:
.1 afford the Owner and other contractors reasonable opportunity to store their products and execute their work;
' .2 cooperate with other contractors and the Owner in reviewing their construction schedules; and
.3 promptly report to the Consultant in writing any apparent deficiencies in the work of other contractors or of the Owner's
own forces, where such work affects the proper execution of any portion of the Work, prior to proceeding with that
portion of the Work.
' 3.2.4 Where the Contract Documents identify work to be performed by other contractors or the Owner's own forces, the
Contractor shall co- ordinate and schedule the Work with the work of other contractors and the Owner's own forces as
specified in the Contract Documents.
' 3.2.5 Where a change in the Work is required as a result of the co- ordination and integration of the work of other contractors or
Owner's own forces with the Work, the changes shall be authorized and valued as provided in GC 6.1 — OWNER'S RIGHT
TO MAKE CHANGES, GC 6.2 - CHANGE ORDER and GC 6.3 - CHANGE DIRECTIVE.
' 3.2.6 Disputes and other matters in question between the Contractor and other contractors shall be dealt with as provided in Part 8
of the General Conditions - DISPUTE RESOLUTION provided the other contractors have reciprocal obligations. The
Contractor shall be deemed to have consented to arbitration of any dispute with any other contractor whose contract with the
' Owner contains a similar agreement to arbitrate.
GC 3.3 TEMPORARY WORK
' 3.3.1 The Contractor shall have the sole responsibility for the design, erection, operation, maintenance, and removal of Temporary
Work.
3.3.2 The Contractor shall engage and pay for registered professional engineering personnel skilled in the appropriate disciplines
' to perform those functions referred to in paragraph 3.3.1 where required by law or by the Contract Documents and in all
cases where such Temporary Work is of such a nature that professional engineering skill is required to produce safe and
satisfactory results.
I
' CCDC 2 — 2008 File 007213 11
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
•
1
3.3.3 Notwithstanding the provisions of GC 3.1 - CONTROL OF THE WORK, paragraphs 3.3.1 and 3.3.2 or provisions to the
contrary elsewhere in the Contract Documents where such Contract Documents include designs for Temporary Work or
specify a method of construction in whole or in part, such designs or methods of construction shall be considered to be part
of the design of the Work and the Contractor shall not be held responsible for that part of the design or the specified method
of construction. The Contractor shall, however, be responsible for the execution of such design or specified method of
construction in the same manner as for the execution of the Work.
' GC 3.4 DOCUMENT REVIEW
3.4.1 The Contractor shall review the Contract Documents and shall report promptly to the Consultant any error, inconsistency or
omission the Contractor may discover. Such review by the Contractor shall be to the best of the Contractor's knowledge,
' information and belief and in making such review the Contractor does not assume any responsibility to the Owner or the
Consultant for the accuracy of the review. The Contractor shall not be liable for damage or costs resulting from such errors,
inconsistencies or omissions in the Contract Documents, which the Contractor did not discover. If the Contractor does
discover any error, inconsistency or omission in the Contract Documents, the Contractor shall not proceed with the work
' affected until the Contractor has received corrected or missing information from the Consultant.
GC 3.5 CONSTRUCTION SCHEDULE
3.5.1 The Contractor shall:
.1 prepare and submit to the Owner and the Consultant prior to the first application for payment, a construction schedule
that indicates the timing of the major activities of the Work and provides sufficient detail of the critical events and their
inter - relationship to demonstrate the Work will be performed in conformity with the Contract Time;
' .2 monitor the progress of the Work relative to the construction schedule and update the schedule on a monthly basis or as
stipulated by the Contract Documents; and
.3 advise the Consultant of any revisions required to the schedule as the result of extensions of the Contract Time as
' provided in Part 6 of the General Conditions - CHANGES IN THE WORK.
GC 3.6 SUPERVISION
' 3.6.1 The Contractor shall provide all necessary supervision and appoint a competent representative who shall be in attendance at
the Place of the Work while work is being performed. The appointed representative shall not be changed except for valid
reason.
' 3.6.2 The appointed representative shall represent the Contractor at the Place of the Work. Information and instructions provided
by the Consultant to the Contractor's appointed representative shall be deemed to have been received by the Contractor,
except with respect to Article A -6 of the Agreement — RECEIPT OF AND ADDRESSES FOR NOTICES IN WRITING.
GC 3.7 SUBCONTRACTORS AND SUPPLIERS
3.7.1 The Contractor shall preserve and protect the rights of the parties under the Contract with respect to work to be performed
under subcontract, and shall:
' .1 enter into contracts or written agreements with Subcontractors and Suppliers to require them to perform their work as
provided in the Contract Documents;
.2 incorporate the terms and conditions of the Contract Documents into all contracts or written agreements with
Subcontractors and Suppliers; and
' .3 be as fully responsible to the Owner for acts and omissions of Subcontractors, Suppliers and of persons directly or
indirectly employed by them as for acts and omissions of persons directly employed by the Contractor.
3.7.2 The Contractor shall indicate in writing, if requested by the Owner, those Subcontractors or Suppliers whose bids have been
' received by the Contractor which the Contractor would be prepared to accept for the performance of a portion of the Work.
Should the Owner not object before signing the Contract, the Contractor shall employ those Subcontractors or Suppliers so
identified by the Contractor in writing for the performance of that portion of the Work to which their bid applies.
' 3.7.3 The Owner may, for reasonable cause, at any time before the Owner has signed the Contract, object to the use of a proposed
Subcontractor or Supplier and require the Contractor to employ one of the other subcontract bidders.
3.7.4 If the Owner requires the Contractor to change a proposed Subcontractor or Supplier, the Contract Price and Contract Time
shall be adjusted by the differences occasioned by such required change.
CCDC 2 — 2008 File 007213 12
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
' contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
' 3.7.5 The Contractor shall not be required to employ as a Subcontractor or Supplier, a person or firm to which the Contractor may
reasonably object.
3.7.6 The Owner, through the Consultant, may provide to a Subcontractor or Supplier information as to the percentage of the
Subcontractor's or Supplier's work which has been certified for payment.
GC 3.8 LABOUR AND PRODUCTS
' 3.8.1 The Contractor shall provide and pay for labour, Products, tools, Construction Equipment, water, heat, light, power,
transportation, and other facilities and services necessary for the performance of the Work in accordance with the Contract.
3.8.2 Unless otherwise specified in the Contract Documents, Products provided shall be new. Products which are not specified
' shall be of a quality consistent with those specified and their use acceptable to the Consultant.
3.8.3 The Contractor shall maintain good order and discipline among the Contractor's employees engaged on the Work and shall
not employ on the Work anyone not skilled in the tasks assigned.
GC 3.9 DOCUMENTS AT THE SITE
3.9.1 The Contractor shall keep one copy of current Contract Documents, submittals, reports, and records of meetings at the Place
' of the Work, in good order and available to the Owner and the Consultant.
GC 3.10 SHOP DRAWINGS
3.10.1 The Contractor shall provide Shop Drawings as required in the Contract Documents.
3.10.2 The Contractor shall provide Shop Drawings to the Consultant to review in orderly sequence and sufficiently in advance so as to
cause no delay in the Work or in the work of other contractors.
3.10.3 Upon request of the Contractor or the Consultant, they shall jointly prepare a schedule of the dates for provision, review and
return of Shop Drawings.
3.10.4 The Contractor shall provide Shop Drawings in the form specified, or if not specified, as directed by the Consultant.
' 3.10.5 Shop Drawings provided by the Contractor to the Consultant shall indicate by stamp, date and signature of the person
responsible for the review that the Contractor has reviewed each one of them.
3.10.6 The Consultant's review is for conformity to the design concept and for general arrangement only.
' 3.10.7 Shop Drawings which require approval of any legally constituted authority having jurisdiction shall be provided to such
authority by the Contractor for approval.
3.10.8 The Contractor shall review all Shop Drawings before providing them to the Consultant. The Contractor represents by this
' review that:
.1 the Contractor has determined and verified all applicable field measurements, field construction conditions, Product
requirements, catalogue numbers and similar data, or will do so, and
' .2 the Contractor has checked and co- ordinated each Shop Drawing with the requirements of the Work and of the Contract
Documents.
3.10.9 At the time of providing Shop Drawings, the Contractor shall expressly advise the Consultant in writing of any deviations in a
' Shop Drawing from the requirements of the Contract Documents. The Consultant shall indicate the acceptance or rejection of
such deviation expressly in writing.
3.10.10 The Consultant's review shall not relieve the Contractor of responsibility for errors or omissions in the Shop Drawings or for
' meeting all requirements of the Contract Documents.
3.10.11 The Contractor shall provide revised Shop Drawings to correct those which the Consultant rejects as inconsistent with the
Contract Documents, unless otherwise directed by the Consultant. The Contractor shall notify the Consultant in writing of any
' revisions to the Shop Drawings other than those requested by the Consultant.
3.10.12 The Consultant will review and return Shop Drawings in accordance with the schedule agreed upon, or, in the absence of such
schedule, with reasonable promptness so as to cause no delay in the performance of the Work.
' CCDC 2 — 2008 File 007213 13
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
1
GC 3.11 USE OF THE WORK
3.11.1 The Contractor shall confine Construction Equipment, Temporary Work, storage of Products, waste products and debris, and
operations of employees and Subcontractors to limits indicated by laws, ordinances, permits, or the Contract Documents and
' shall not unreasonably encumber the Place of the Work.
3.11.2 The Contractor shall not load or permit to be loaded any part of the Work with a weight or force that will endanger the safety
of the Work.
GC 3.12 CUTTING AND REMEDIAL WORK
3.12.1 The Contractor shall perform the cutting and remedial work required to make the affected parts of the Work come together
' properly.
3.12.2 The Contractor shall co- ordinate the Work to ensure that the cutting and remedial work is kept to a minimum.
3.12.3 Should the Owner, the Consultant, other contractors or anyone employed by them be responsible for ill -timed work
necessitating cutting or remedial work to be performed, the cost of such cutting or remedial work shall be valued as provided
in GC 6.1— OWNER'S RIGHT TO MAKE CHANGES, GC 6.2 - CHANGE ORDER and GC 6.3 - CHANGE DIRECTIVE.
3.12.4 Cutting and remedial work shall be performed by specialists familiar with the Products affected and shall be performed in a
' manner to neither damage nor endanger the Work.
GC 3.13 CLEANUP
' 3.13.1 The Contractor shall maintain the Work in a safe and tidy condition and free from the accumulation of waste products and
debris, other than that caused by the Owner, other contractors or their employees.
3.13.2 Before applying for Substantial Performance of the Work as provided in GC 5.4 — SUBSTANTIAL PERFORMANCE OF
THE WORK, the Contractor shall remove waste products and debris, other than that resulting from the work of the Owner,
other contractors or their employees, and shall leave the Place of the Work clean and suitable for use or occupancy by the
Owner. The Contractor shall remove products, tools, Construction Equipment, and Temporary Work not required for the
performance of the remaining work.
' 3.13.3 Prior to application for the final payment, the Contractor shall remove any remaining products, tools, Construction
Equipment, Temporary Work, and waste products and debris, other than those resulting from the work of the Owner, other
contractors or their employees.
PART 4 ALLOWANCES
GC 4.1 CASH ALLOWANCES
4.1.1 The Contract Price includes the cash allowances, if any, stated in the Contract Documents. The scope of work or costs
included in such cash allowances shall be as described in the Contract Documents.
4.1.2 The Contract Price, and not the cash allowances, includes the Contractor's overhead and profit in connection with such cash
allowances.
4.1.3 Expenditures under cash allowances shall be authorized by the Owner through the Consultant.
' 4.1.4 Where the actual cost of the Work under any cash allowance exceeds the amount of the allowance, the Contractor shall be
compensated for the excess incurred and substantiated plus an amount for overhead and profit on the excess as set out in the
Contract Documents. Where the actual cost of the Work under any cash allowance is less than the amount of the allowance,
the Owner shall be credited for the unexpended portion of the cash allowance, but not for the Contractor's overhead and
profit on such amount. Multiple cash allowances shall not be combined for the purpose of calculating the foregoing.
4.1.5 The Contract Price shall be adjusted by Change Order to provide for any difference between the amount of each cash
allowance and the actual cost of the work under that cash allowance.
4.1.6 The value of the work performed under a cash allowance is eligible to be included in progress payments.
4.1.7 The Contractor and the Consultant shall jointly prepare a schedule that shows when the Consultant and Owner must
authorize ordering of items called for under cash allowances to avoid delaying the progress of the Work.
' CCDC 2 — 2008 File 007213 14
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
' contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
GC 4.2 CONTINGENCY ALLOWANCE
I
4.2.1 The Contract Price includes the contingency allowance, if any, stated in the Contract Documents.
4.2.2 The contingency allowance includes the Contractor's overhead and profit in connection with such contingency allowance.
I 4.2.3 Expenditures under the contingency allowance shall be authorized and valued as provided in GC 6.1 — OWNER'S RIGHT
TO MAKE CHANGES, GC 6.2 - CHANGE ORDER and GC 6.3 - CHANGE DIRECTIVE.
4.2.4 The Contract Price shall be adjusted by Change Order to provide for any difference between the expenditures tthorized
I under paragraph 4.2.3 and the contingency allowance.
PART 5 PAYMENT
I GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER
5.1.1 The Owner shall, at the request of the Contractor, before signing the Contract, and promptly from time to time thereafter,
furnish to the Contractor reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations
I under the Contract.
5.1.2 The Owner shall give the Contractor Notice in Writing of any material change in the Owner's financial arrangements to
fulfill the Owner's obligations under the Contract during the performance of the Contract.
I GC 5.2 APPLICATIONS FOR PROGRESS PAYMENT
5.2.1 Applications for payment on account as provided in Article A -5 of the Agreement - PAYMENT may be made monthly as the
I Work progresses.
5.2.2 Applications for payment shall be dated the last day of each payment period, which is the last day of the month or an
alternative day of the month agreed in writing by the parties.
I 5.2.3 The amount claimed shall be for the value, proportionate to the amount of the Contract, of Work performed and Products
delivered to the Place of the Work as of the last day of the payment period.
I 5.2.4 The Contractor shall submit to the Consultant, at least 15 calendar days before the first application for payment, a schedule
of values for the parts of the Work, aggregating the total amount of the Contract Price, so as to facilitate evaluation of
applications for payment.
5.2.5 The schedule of values shall be made out in such form and supported by such evidence as the Consultant may reasonably
I
direct and when accepted by the Consultant, shall be used as the basis for applications for payment, unless it is found to be in
error.
5.2.6 The Contractor shall include a statement based on the schedule of values with each application for payment.
I 5.2.7 Applications for payment for Products delivered to the Place of the Work but not yet incorporated into the Work shall be
supported by such evidence as the Consultant may reasonably require to establish the value and delivery of the Products.
I GC 5.3 PROGRESS PAYMENT
5.3.1 After receipt by the Consultant of an application for payment submitted by the Contractor in accordance with GC 5.2 -
APPLICATIONS FOR PROGRESS PAYMENT:
I .1 the Consultant will promptly inform the Owner of the date of receipt of the Contractor's application for payment,
.2 the Consultant will issue to the Owner and copy to the Contractor, no later than 10 calendar days after the receipt of the
application for payment, a certificate for payment in the amount applied for, or in such other amount as the Consultant
I determines to be properly due. If the Consultant amends the application, the Consultant will promptly advise the
Contractor in writing giving reasons for the amendment,
.3 the Owner shall make payment to the Contractor on account as provided in Article A -5 of the Agreement - PAYMENT on
or before 20 calendar days after the later of:
I - receipt by the Consultant of the application for payment, or
the last day of the monthly payment period for which the application for payment is made.
I
I CCDC 2 — 2008 File 007213 15
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
I CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
GC 5.4 SUBSTANTIAL PERFORMANCE OF THE WORK
I 5.4.1 When the Contractor considers that the Work is substantially performed, or if permitted by the lien legislation applicable to
the Place of the Work a designated portion thereof which the Owner agrees to accept separately is substantially performed,
the Contractor shall, within one Working Day, deliver to the Consultant and to the Owner a comprehensive list of items to be
I completed or corrected, together with a written application for a review by the Consultant to establish Substantial
Performance of the Work or substantial performance of the designated portion of the Work. Failure to include an item on the
list does not alter the responsibility of the Contractor to complete the Contract.
I 5.4.2 The Consultant will review the Work to verify the validity of the application and shall promptly, and in any event, no later
than 20 calendar days after receipt of the Contractor's list and application:
.1 advise the Contractor in writing that the Work or the designated portion of the Work is not substantially performed and
I give reasons why, or
.2 state the date of Substantial Performance of the Work or a designated portion of the Work in a certificate and issue a
copy of that certificate to each of the Owner and the Contractor.
5.4.3 Immediately following the issuance of the certificate of Substantial Performance of the Work, the Contractor, in consultation
I with the Consultant, shall establish a reasonable date for finishing the Work.
GC 5.5 PAYMENT OF HOLDBACK UPON SUBSTANTIAL PERFORMANCE OF THE WORK
I 5.5.1 After the issuance of the certificate of Substantial Performance of the Work, the Contractor shall:
.1 submit an application for payment of the holdback amount,
.2 submit CCDC 9A `Statutory Declaration' to state that all accounts for labour, subcontracts, Products, Construction
I Equipment, and other indebtedness which may have been incurred by the Contractor in the Substantial Performance of
the Work and for which the Owner might in any way be held responsible have been paid in full, except for amounts
properly retained as a holdback or as an identified amount in dispute.
I 5.5.2 After the receipt of an application for payment from the Contractor and the statement as provided in paragraph 5.5.1, the
Consultant will issue a certificate for payment of the holdback amount.
5.5.3 Where the holdback amount required by the applicable lien legislation has not been placed in a separate holdback account,
I the Owner shall, 10 calendar days prior to the expiry of the holdback period stipulated in the lien legislation applicable to the
Place of the Work, place the holdback amount in a bank account in the joint names of the Owner and the Contractor.
5.5.4 In the common law jurisdictions, the holdback amount authorized by the certificate for payment of the holdback amount is
due and payable on the first calendar day following the expiration of the holdback period stipulated in the lien legislation
I
applicable to the Place of the Work. Where lien legislation does not exist or apply, the holdback amount shall be due and
payable in accordance with other legislation, industry practice or provisions which may be agreed to between the parties.
The Owner may retain out of the holdback amount any sums required by law to satisfy any liens against the Work or, if
I permitted by the lien legislation applicable to the Place of the Work, other third party monetary claims against the Contractor
which are enforceable against the Owner.
5.5.5 In the Province of Quebec, the holdback amount authorized by the certificate for payment of the holdback amount is due and
I payable 30 calendar days after the issuance of the certificate. The Owner may retain out of the holdback amount any sums
required to satisfy any legal hypothecs that have been taken, or could be taken, against the Work or other third party
monetary claims against the Contractor which are enforceable against the Owner.
I GC 5.6 PROGRESSIVE RELEASE OF HOLDBACK
5.6.1 In the common law jurisdictions, where legislation permits and where, upon application by the Contractor, the Consultant
has certified that the work of a Subcontractor or Supplier has been performed prior to Substantial Performance of the Work,
I the Owner shall pay the Contractor the holdback amount retained for such subcontract work, or the Products supplied by
such Supplier, on the first calendar day following the expiration of the holdback period for such work stipulated in the lien
legislation applicable to the Place of the Work. The Owner may retain out of the holdback amount any sums required by law
to satisfy any liens against the Work or, if permitted by the lien legislation applicable to the Place of the Work, other third
party monetary claims against the Contractor which are enforceable against the Owner.
I
I CCDC 2 — 2008 File 007213 16
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
I CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
5.6.2 In the Province of Quebec, where, upon application by the Contractor, the Consultant has certified that the work of a
' Subcontractor or Supplier has been performed prior to Substantial Performance of the Work, the Owner shall pay the
Contractor the holdback amount retained for such subcontract work, or the Products supplied by such Supplier, no later than
30 calendar days after such certification by the Consultant. The Owner may retain out of the holdback amount any sums
' required to satisfy any legal hypothecs that have been taken, or could be taken, against the Work or other third party
monetary claims against the Contractor which are enforceable against the Owner.
5.6.3 Notwithstanding the provisions of the preceding paragraphs, and notwithstanding the wording of such certificates, the
' Contractor shall ensure that such subcontract work or Products are protected pending the issuance of a final certificate for
payment and be responsible for the correction of defects or work not performed regardless of whether or not such was
apparent when such certificates were issued.
GC 5.7 FINAL PAYMENT
5.7.1 When the Contractor considers that the Work is completed, the Contractor shall submit an application for final payment.
' 5.7.2 The Consultant will, no later than 10 calendar days after the receipt of an application from the Contractor for final payment,
review the Work to verify the validity of the application and advise the Contractor in writing that the application is valid or
give reasons why it is not valid.
5.7.3 When the Consultant finds the Contractor's application for final payment valid, the Consultant will promptly issue a final
' certificate for payment.
5.7.4 Subject to the provision of paragraph 10.4.1 of GC 10.4 - WORKERS' COMPENSATION, and any lien legislation
applicable to the Place of the Work, the Owner shall, no later than 5 calendar days after the issuance of a final certificate for
' payment, pay the Contractor as provided in Article A -5 of the Agreement - PAYMENT.
GC 5.8 WITHHOLDING OF PAYMENT
' 5.8.1 If because of climatic or other conditions reasonably beyond the control of the Contractor, there are items of work that
cannot be performed, payment in full for that portion of the Work which has been performed as certified by the Consultant
shall not be withheld or delayed by the Owner on account thereof, but the Owner may withhold, until the remaining portion
' of the Work is finished, only such an amount that the Consultant determines is sufficient and reasonable to cover the cost of
performing such remaining work.
GC 5.9 NON - CONFORMING WORK
' 5.9.1 No payment by the Owner under the Contract nor partial or entire use or occupancy of the Work by the Owner shall
constitute an acceptance of any portion of the Work or Products which are not in accordance with the requirements of the
Contract Documents.
PART 6 CHANGES IN THE WORK
GC 6.1 OWNER'S RIGHT TO MAKE CHANGES
' 6.1.1 The Owner, through the Consultant, without invalidating the Contract, may make:
.1 changes in the Work consisting of additions, deletions or other revisions to the Work by Change Order or Change
Directive, and
' .2 changes to the Contract Time for the Work, or any part thereof, by Change Order.
6.1.2 The Contractor shall not perform a change in the Work without a Change Order or a Change Directive.
' GC 6.2 CHANGE ORDER
6.2.1 When a change in the Work is proposed or required, the Consultant will provide the Contractor with a written description of
the proposed change in the Work. The Contractor shall promptly present, in a form acceptable to the Consultant, a method
of adjustment or an amount of adjustment for the Contract Price, if any, and the adjustment in the Contract Time, if any, for
the proposed change in the Work.
6.2.2 When the Owner and Contractor agree to the adjustments in the Contract Price and Contract Time or to the method to be
' used to determine the adjustments, such agreement shall be effective immediately and shall be recorded in a Change Order.
The value of the work performed as the result of a Change Order shall be included in the application for progress payment.
CCDC 2 — 2008 File 007213 17
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
GC 6.3 CHANGE DIRECTIVE
6.3.1 If the Owner requires the Contractor to proceed with a change in the Work prior to the Owner and the Contractor agreeing
upon the corresponding adjustment in Contract Price and Contract Time, the Owner, through the Consultant, shall issue a
Change Directive.
6.3.2 A Change Directive shall only be used to direct a change in the Work which is within the general scope of the Contract
Documents.
' 6.3.3 A Change Directive shall not be used to direct a change in the Contract Time only.
6.3.4 Upon receipt of a Change Directive, the Contractor shall proceed promptly with the change in the Work.
6.3.5 For the purpose of valuing Change Directives, changes in the Work that are not substitutions or otherwise related to each
' other shall not be grouped together in the same Change Directive.
6.3.6 The adjustment in the Contract Price for a change carried out by way of a Change Directive shall be determined on the basis
of the cost of the Contractor's actual expenditures and savings attributable to the Change Directive, valued in accordance
with paragraph 6.3.7 and as follows:
.1 If the change results in a net increase in the Contractor's cost, the Contract Price shall be increased by the amount of the
net increase in the Contractor's cost, plus the Contractor's percentage fee on such net increase.
.2 If the change results in a net decrease in the Contractor's cost, the Contract Price shall be decreased by the amount of
' the net decrease in the Contractor's cost, without adjustment for the Contractor's percentage fee.
.3 The Contractor's fee shall be as specified in the Contract Documents or as otherwise agreed by the parties.
6.3.7 The cost of performing the work attributable to the Change Directive shall be limited to the actual cost of the following:
' .1 salaries, wages and benefits paid to personnel in the direct employ of the Contractor under a salary or wage schedule
agreed upon by the Owner and the Contractor, or in the absence of such a schedule, actual salaries, wages and benefits
paid under applicable bargaining agreement, and in the absence of a salary or wage schedule and bargaining agreement,
' actual salaries, wages and benefits paid by the Contractor, for personnel
(1) stationed at the Contractor's field office, in whatever capacity employed;
(2) engaged in expediting the production or transportation of material or equipment, at shops or on the road;
(3) engaged in the preparation or review of Shop Drawings, fabrication drawings, and coordination drawings; or
' (4) engaged in the processing of changes in the Work.
.2 contributions, assessments or taxes incurred for such items as employment insurance, provincial or territorial health
insurance, workers' compensation, and Canada or Quebec Pension Plan, insofar as such cost is based on wages, salaries
or other remuneration paid to employees of the Contractor and included in the cost of the Work as provided in paragraph
6.3.7.1;
.3 travel and subsistence expenses of the Contractor's personnel described in paragraph 6.3.7.1;
.4 all Products including cost of transportation thereof;
' .5 materials, supplies, Construction Equipment, Temporary Work, and hand tools not owned by the workers, including
transportation and maintenance thereof, which are consumed in the performance of the Work; and cost less salvage value
on such items used but not consumed, which remain the property of the Contractor;
.6 all tools and Construction Equipment, exclusive of hand tools used in the performance of the Work, whether rented from
' or provided by the Contractor or others, including installation, minor repairs and replacements, dismantling, removal,
transportation, and delivery cost thereof;
.7 all equipment and services required for the Contractor's field office;
.8 deposits lost;
.9 the amounts of all subcontracts;
.10 quality assurance such as independent inspection and testing services;
.11 charges levied by authorities having jurisdiction at the Place of the Work;
' .12 royalties, patent licence fees and damages for infringement of patents and cost of defending suits therefor subject always
to the Contractor's obligations to indemnify the Owner as provided in paragraph 10.3.1 of GC 10.3 - PATENT FEES;
.13 any adjustment in premiums for all bonds and insurance which the Contractor is required, by the Contract Documents,
' to purchase and maintain;
.14 any adjustment in taxes, other than Value Added Taxes, and duties for which the Contractor is liable;
.15 charges for long distance telephone and facsimile communications, courier services, expressage, and petty cash items
incurred in relation to the performance of the Work;
.16 removal and disposal of waste products and debris; and
.17 safety measures and requirements.
' CCDC 2 — 2008 File 007213 18
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
6.3.8 Notwithstanding any other provisions contained in the General Conditions of the Contract, it is the intention of the parties
that the cost of any item under any cost element referred to in paragraph 6.3.7 shall cover and include any and all costs or
liabilities attributable to the Change Directive other than those which are the result of or occasioned by any failure on the
part of the Contractor to exercise reasonable care and diligence in the Contractor's attention to the Work. Any cost due to
' failure on the part of the Contractor to exercise reasonable care and diligence in the Contractor's attention to the Work shall
be borne by the Contractor.
6.3.9 The Contractor shall keep full and detailed accounts and records necessary for the documentation of the cost of performing
' the Work attributable to the Change Directive and shall provide the Consultant with copies thereof when requested.
6.3.10 For the purpose of valuing Change Directives, the Owner shall be afforded reasonable access to all of the Contractor's
pertinent documents related to the cost of performing the Work attributable to the Change Directive.
6.3.11 Pending determination of the final amount of a Change Directive, the undisputed value of the Work performed as the result
of a Change Directive is eligible to be included in progress payments.
6.3.12 If the Owner and the Contractor do not agree on the proposed adjustment in the Contract Time attributable to the change in
' the Work, or the method of determining it, the adjustment shall be referred to the Consultant for determination.
6.3.13 When the Owner and the Contractor reach agreement on the adjustment to the Contract Price and to the Contract Time, this
agreement shall be recorded in a Change Order.
' GC 6.4 CONCEALED OR UNKNOWN CONDITIONS
6.4.1 If the Owner or the Contractor discover conditions at the Place of the Work which are:
' .1 subsurface or otherwise concealed physical conditions which existed before the commencement of the Work which
differ materially from those indicated in the Contract Documents; or
.2 physical conditions, other than conditions due to weather, that are of a nature which differ materially from those
ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in
the Contract Documents,
then the observing party shall give Notice in Writing to the other party of such conditions before they are disturbed and in no
event later than 5 Working Days after first observance of the conditions.
' 6.4.2 The Consultant will promptly investigate such conditions and make a finding. If the finding is that the conditions differ
materially and this would cause an increase or decrease in the Contractor's cost or time to perform the Work, the Consultant,
with the Owner's approval, will issue appropriate instructions for a change in the Work as provided in GC 6.2 - CHANGE
ORDER or GC 6.3 - CHANGE DIRECTIVE.
6.4.3 If the Consultant finds that the conditions at the Place of the Work are not materially different or that no change in the
Contract Price or the Contract Time is justified, the Consultant will report the reasons for this finding to the Owner and the
Contractor in writing.
6.4.4 If such concealed or unknown conditions relate to toxic and hazardous substances and materials, artifacts and fossils, or mould,
the parties will be governed by the provisions of GC 9.2 - TOXIC AND HAZARDOUS SUBSTANCES, GC 9.3 -
ARTIFACTS AND FOSSILS and GC 9.5 — MOULD.
GC 6.5 DELAYS
6.5.1 If the Contractor is delayed in the performance of the Work by an action or omission of the Owner, Consultant or anyone
' employed or engaged by them directly or indirectly, contrary to the provisions of the Contract Documents, then the Contract
Time shall be extended for such reasonable time as the Consultant may recommend in consultation with the Contractor. The
Contractor shall be reimbursed by the Owner for reasonable costs incurred by the Contractor as the result of such delay.
6.5.2 If the Contractor is delayed in the performance of the Work by a stop work order issued by a court or other public authority
and providing that such order was not issued as the result of an act or fault of the Contractor or any person employed or
engaged by the Contractor directly or indirectly, then the Contract Time shall be extended for such reasonable time as the
Consultant may recommend in consultation with the Contractor. The Contractor shall be reimbursed by the Owner for
reasonable costs incurred by the Contractor as the result of such delay.
' CCDC 2 — 2008 File 007213 19
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
6.5.3 If the Contractor is delayed in the performance of the Work by:
.1 labour disputes, strikes, lock -outs (including lock -outs decreed or recommended for its members by a recognized
contractors' association, of which the Contractor is a member or to which the Contractor is otherwise bound),
.2 fire, unusual delay by common carriers or unavoidable casualties,
' .3 abnormally adverse weather conditions, or
.4 any cause beyond the Contractor's control other than one resulting from a default or breach of Contract by the
Contractor,
then the Contract Time shall be extended for such reasonable time as the Consultant may recommend in consultation with
' the Contractor. The extension of time shall not be less than the time lost as the result of the event causing the delay, unless
the Contractor agrees to a shorter extension. The Contractor shall not be entitled to payment for costs incurred by such
delays unless such delays result from actions by the Owner, Consultant or anyone employed or engaged by them directly or
indirectly.
6.5.4 No extension shall be made for delay unless Notice in Writing of the cause of delay is given to the Consultant not later than
10 Working Days after the commencement of the delay. In the case of a continuing cause of delay only one Notice in
Writing shall be necessary.
6.5.5 If no schedule is made under paragraph 2.2.13 of GC 2.2 - ROLE OF THE CONSULTANT, then no request for extension
shall be made because of failure of the Consultant to furnish instructions until 10 Working Days after demand for such
instructions has been made.
GC 6.6 CLAIMS FOR A CHANGE IN CONTRACT PRICE
6.6.1 If the Contractor intends to make a claim for an increase to the Contract Price, or if the Owner intends to make a claim
against the Contractor for a credit to the Contract Price, the party that intends to make the claim shall give timely Notice in
Writing of intent to claim to the other party and to the Consultant.
6.6.2 Upon commencement of the event or series of events giving rise to a claim, the party intending to make the claim shall:
.1 take all reasonable measures to mitigate any loss or expense which may be incurred as a result of such event or series of
events, and
.2 keep such records as may be necessary to support the claim.
6.6.3 The party making the claim shall submit within a reasonable time to the Consultant a detailed account of the amount claimed
and the grounds upon which the claim is based.
6.6.4 Where the event or series of events giving rise to the claim has a continuing effect, the detailed account submitted under
paragraph 6.6.3 shall be considered to be an interim account and the party making the claim shall, at such intervals as the
Consultant may reasonably require, submit further interim accounts giving the accumulated amount of the claim and any
further grounds upon which it is based. The party making the claim shall submit a final account after the end of the effects
resulting from the event or series of events.
6.6.5 The Consultant's findings, with respect to a claim made by either party, will be given by Notice in Writing to both parties
within 30 Working Days after receipt of the claim by the Consultant, or within such other time period as may be agreed by
' the parties.
6.6.6 If such finding is not acceptable to either party, the claim shall be settled in accordance with Part 8 of the General Conditions
- DISPUTE RESOLUTION.
PART 7 DEFAULT NOTICE
GC 7.1 OWNER'S RIGHT TO PERFORM THE WORK, TERMINATE THE CONTRACTOR'S RIGHT TO CONTINUE
111 WITH THE WORK OR TERMINATE THE CONTRACT
7 .1.1 If the Contractor is adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the
Contractor's insolvency, or if a receiver is appointed because of the Contractor's insolvency, the Owner may, without
prejudice to any other right or remedy the Owner may have, terminate the Contractor's right to continue with the Work, by
giving the Contractor or receiver or trustee in bankruptcy Notice in Writing to that effect.
7.1.2 If the Contractor neglects to prosecute the Work properly or otherwise fails to comply with the requirements of the Contract
to a substantial degree and if the Consultant has given a written statement to the Owner and Contractor that sufficient cause
exists to justify such action, the Owner may, without prejudice to any other right or remedy the Owner may have, give the
Contractor Notice in Writing that the Contractor is in default of the Contractor's contractual obligations and instruct the
Contractor to correct the default in the 5 Working Days immediately following the receipt of such Notice in Writing.
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1
7.1.3 If the default cannot be corrected in the 5 Working Days specified or in such other time period as may be subsequently
agreed in writing by the parties, the Contractor shall be in compliance with the Owner's instructions if the Contractor:
.1 commences the correction of the default within the specified time, and
.2 provides the Owner with an acceptable schedule for such correction, and
' .3 corrects the default in accordance with the Contract terms and with such schedule.
7.1.4 If the Contractor fails to correct the default in the time specified or in such other time period as may be subsequently agreed
in writing by the parties, without prejudice to any other right or remedy the Owner may have, the Owner may:
.1 correct such default and deduct the cost thereof from any payment then or thereafter due the Contractor provided the
Consultant has certified such cost to the Owner and the Contractor, or
.2 terminate the Contractor's right to continue with the Work in whole or in part or terminate the Contract.
7.1.5 If the Owner terminates the Contractor's right to continue with the Work as provided in paragraphs 7.1.1 and 7.1.4, the
Owner shall be entitled to:
.1 take possession of the Work and Products at the Place of the Work; subject to the rights of third parties, utilize the
Construction Equipment at the Place of the Work; finish the Work by whatever method the Owner may consider
expedient, but without undue delay or expense, and
.2 withhold further payment to the Contractor until a final certificate for payment is issued, and
.3 charge the Contractor the amount by which the full cost of finishing the Work as certified by the Consultant, including
' compensation to the Consultant for the Consultant's additional services and a reasonable allowance as determined by the
Consultant to cover the cost of corrections to work performed by the Contractor that may be required under GC 12.3 -
WARRANTY, exceeds the unpaid balance of the Contract Price; however, if such cost of finishing the Work is less than
the unpaid balance of the Contract Price, the Owner shall pay the Contractor the difference, and
' .4 on expiry of the warranty period, charge the Contractor the amount by which the cost of corrections to the Contractor's
work under GC 12.3 - WARRANTY exceeds the allowance provided for such corrections, or if the cost of such
corrections is less than the allowance, pay the Contractor the difference.
7.1.6 The Contractor's obligation under the Contract as to quality, correction and warranty of the work performed by the
Contractor up to the time of termination shall continue after such termination of the Contract.
GC 7.2 CONTRACTOR'S RIGHT TO SUSPEND THE WORK OR TERMINATE THE CONTRACT
7.2.1 If the Owner is adjudged bankrupt, or makes a general assignment for the benefit of creditors because of the Owner's
insolvency, or if a receiver is appointed because of the Owner's insolvency, the Contractor may, without prejudice to any
other right or remedy the Contractor may have, terminate the Contract by giving the Owner or receiver or trustee in
bankruptcy Notice in Writing to that effect.
7.2.2 If the Work is suspended or otherwise delayed for a period of 20 Working Days or more under an order of a court or other
public authority and providing that such order was not issued as the result of an act or fault of the Contractor or of anyone
directly or indirectly employed or engaged by the Contractor, the Contractor may, without prejudice to any other right or
remedy the Contractor may have, terminate the Contract by giving the Owner Notice in Writing to that effect.
7.2.3 The Contractor may give Notice in Writing to the Owner, with a copy to the Consultant, that the Owner is in default of the
' Owner's contractual obligations if:
.1 the Owner fails to furnish, when so requested by the Contractor, reasonable evidence that financial arrangements have
been made to fulfill the Owner's obligations under the Contract, or
.2 the Consultant fails to issue a certificate as provided in GC 5.3 - PROGRESS PAYMENT, or
.3 the Owner fails to pay the Contractor when due the amounts certified by the Consultant or awarded by arbitration or
court, or
.4 the Owner violates the requirements of the Contract to a substantial degree and the Consultant, except for GC 5.1 -
I FINANCING INFORMATION REQUIRED OF THE OWNER, confirms by written statement to the Contractor that
sufficient cause exists.
7.2.4 The Contractor's Notice in Writing to the Owner provided under paragraph 7.2.3 shall advise that if the default is not
corrected within 5 Working Days following the receipt of the Notice in Writing, the Contractor may, without prejudice to any
other right or remedy the Contractor may have, suspend the Work or terminate the Contract.
7.2.5 If the Contractor terminates the Contract under the conditions set out above, the Contractor shall be entitled to be paid for
all work performed including reasonable profit, for loss sustained upon Products and Construction Equipment, and such
other damages as the Contractor may have sustained as a result of the termination of the Contract.
CCDC 2 — 2008 File 007213 21
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CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
PART 8 DISPUTE RESOLUTION
GC 8.1 AUTHORITY OF THE CONSULTANT
8.1.1 Differences between the parties to the Contract as to the interpretation, application or administration of the Contract or any
' failure to agree where agreement between the parties is called for, herein collectively called disputes, which are not resolved
in the first instance by findings of the Consultant as provided in GC 2.2 - ROLE OF THE CONSULTANT, shall be settled
in accordance with the requirements of Part 8 of the General Conditions - DISPUTE RESOLUTION.
8.1.2 If a dispute arises under the Contract in respect of a matter in which the Consultant has no authority under the Contract to
make a finding, the procedures set out in paragraph 8.1.3 and paragraphs 8.2.3 to 8.2.8 of GC 8.2 - NEGOTIATION,
MEDIATION AND ARBITRATION, and in GC 8.3 - RETENTION OF RIGHTS apply to that dispute with the necessary
changes to detail as may be required.
8.1.3 If a dispute is not resolved promptly, the Consultant will give such instructions as in the Consultant's opinion are necessary
for the proper performance of the Work and to prevent delays pending settlement of the dispute. The parties shall act
immediately according to such instructions, it being understood that by so doing neither party will jeopardize any claim the
party may have. If it is subsequently determined that such instructions were in error or at variance with the Contract
Documents, the Owner shall pay the Contractor costs incurred by the Contractor in carrying out such instructions which the
Contractor was required to do beyond what the Contract Documents correctly understood and interpreted would have
required, including costs resulting from interruption of the Work.
GC 8.2 NEGOTIATION, MEDIATION AND ARBITRATION
8.2.1 In accordance with the Rules for Mediation of Construction Disputes as provided in CCDC 40 in effect at the time of bid
closing, the parties shall appoint a Project Mediator
.1 within 20 Working Days after the Contract was awarded, or
.2 if the parties neglected to make an appointment within the 20 Working Days, within 10 Working Days after either party
' by Notice in Writing requests that the Project Mediator be appointed.
8.2.2 A party shall be conclusively deemed to have accepted a finding of the Consultant under GC 2.2 - ROLE OF THE
CONSULTANT and to have expressly waived and released the other party from any claims in respect of the particular
matter dealt with in that finding unless, within 15 Working Days after receipt of that finding, the party sends a Notice in
Writing of dispute to the other party and to the Consultant, which contains the particulars of the matter in dispute and the
relevant provisions of the Contract Documents. The responding party shall send a Notice in Writing of reply to the dispute
' within 10 Working Days after receipt of such Notice in Writing setting out particulars of this response and any relevant
provisions of the Contract Documents.
8.2.3 The parties shall make all reasonable efforts to resolve their dispute by amicable negotiations and agree to provide, without
prejudice, frank, candid and timely disclosure of relevant facts, information and documents to facilitate these negotiations.
8.2.4 After a period of 10 Working Days following receipt of a responding party's Notice in Writing of reply under
paragraph 8.2.2, the parties shall request the Project Mediator to assist the parties to reach agreement on any unresolved
dispute. The mediated negotiations shall be conducted in accordance with the Rules for Mediation of Construction Disputes
as provided in CCDC 40 in effect at the time of bid closing.
8.2.5 If the dispute has not been resolved within 10 Working Days after the Project Mediator was requested under paragraph 8.2.4
or within such further period agreed by the parties, the Project Mediator shall terminate the mediated negotiations by giving
Notice in Writing to the Owner, the Contractor and the Consultant.
8.2.6 By giving a Notice in Writing to the other party and the Consultant, not later than 10 Working Days after the date of
termination of the mediated negotiations under paragraph 8.2.5, either party may refer the dispute to be finally resolved by
arbitration under the Rules for Arbitration of Construction Disputes as provided in CCDC 40 in effect at the time of bid
closing. The arbitration shall be conducted in the jurisdiction of the Place of the Work.
8.2.7 On expiration of the 10 Working Days, the arbitration agreement under paragraph 8.2.6 is not binding on the parties and, if a
Notice in Writing is not given under paragraph 8.2:6 within the required time, the parties may refer the unresolved dispute to
the courts or to any other form of dispute resolution, including arbitration, which they have agreed to use.
I
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1
8.2.8 If neither party, by Notice in Writing, given within 10 Working Days of the date of Notice in Writing requesting arbitration in
paragraph 8.2.6, requires that a dispute be arbitrated immediately, all disputes referred to arbitration as provided in
paragraph 8.2.6 shall be
.1 held in abeyance until
(1) Substantial Performance of the Work,
(2) the Contract has been terminated, or
(3) the Contractor has abandoned the Work,
whichever is earlier; and
.2 consolidated into a single arbitration under the rules governing the arbitration under paragraph 8.2.6.
GC 8.3 RETENTION OF RIGHTS
8.3.1 It is agreed that no act by either party shall be construed as a renunciation or waiver of any rights or recourses, provided the
party has given the Notice in Writing required under Part 8 of the General Conditions - DISPUTE RESOLUTION and has
carried out the instructions as provided in paragraph 8.1.3 of GC 8.1— AUTHORITY OF THE CONSULTANT.
8.3.2 Nothing in Part 8 of the General Conditions - DISPUTE RESOLUTION shall be construed in any way to limit a party from
asserting any statutory right to a lien under applicable lien legislation of the jurisdiction of the Place of the Work and the
assertion of such right by initiating judicial proceedings is not to be construed as a waiver of any right that party may have
under paragraph 8.2.6 of GC 8.2 — NEGOTIATION, MEDIATION AND ARBITRATION to proceed by way of arbitration
to adjudicate the merits of the claim upon which such a lien is based.
PART 9 PROTECTION OF PERSONS AND PROPERTY
GC 9.1 PROTECTION OF WORK AND PROPERTY
9.1.1 The Contractor shall protect the Work and the Owner's property and property adjacent to the Place of the Work from damage
which may arise as the result of the Contractor's operations under the Contract, and shall be responsible for such damage,
except damage which occurs as the result of:
.1 errors in the Contract Documents;
.2 acts or omissions by the Owner, the Consultant, other contractors, their agents and employees.
9.1.2 Before commencing any work, the Contractor shall determine the location of all underground utilities and structures
indicated in the Contract Documents or that are reasonably apparent in an inspection of the Place of the Work.
9.1.3 Should the Contractor in the performance of the Contract damage the Work, the Owner's property or property adjacent to the
Place of the Work, the Contractor shall be responsible for making good such damage at the Contractor's expense.
9.1.4 Should damage occur to the Work or Owner's property for which the Contractor is not responsible, as provided in paragraph
9.1.1, the Contractor shall make good such damage to the Work and, if the Owner so directs, to the Owner's property. The
Contract Price and Contract Time shall be adjusted as provided in GC 6.1 — OWNER'S RIGHT TO MAKE CHANGES, GC
6.2 - CHANGE ORDER and GC 6.3 - CHANGE DIRECTIVE.
GC 9.2 TOXIC AND HAZARDOUS SUBSTANCES
9.2.1 For the purposes of applicable legislation related to toxic and hazardous substances, the Owner shall be deemed to have
control and management of the Place of the Work with respect to existing conditions.
9.2.2 Prior to the Contractor commencing the Work, the Owner shall,
.1 take all reasonable steps to determine whether any toxic or hazardous substances are present at the Place of the Work,
and
.2 provide the Consultant and the Contractor with a written list of any such substances that are known to exist and their
locations.
9.2.3 The Owner shall take all reasonable steps to ensure that no person's exposure to any toxic or hazardous substances exceeds
the time weighted levels prescribed by applicable legislation at the Place of the Work and that no property is damaged or
destroyed as a result of exposure to, or the presence of, toxic or hazardous substances which were at the Place of the Work
prior to the Contractor commencing the Work.
9.2.4 Unless the Contract expressly provides otherwise, the Owner shall be responsible for taking all necessary steps, in
accordance with applicable legislation in force at the Place of the Work, to dispose of, store or otherwise render harmless
toxic or hazardous substances which were present at the Place of the Work prior to the Contractor commencing the Work.
CCDC 2 — 2008 File 007213 23
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CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
9.2.5 If the Contractor
' . 1 encounters toxic or hazardous substances at the Place of the Work, or
.2 has reasonable grounds to believe that toxic or hazardous substances are present at the Place of the Work,
which were not brought to the Place of the Work by the Contractor or anyone for whom the Contractor is responsible and
' which were not disclosed by the Owner or which were disclosed but have not been dealt with as required under paragraph
9.2.4, the Contractor shall
.3 take all reasonable steps, including stopping the Work, to ensure that no person's exposure to any toxic or hazardous
substances exceeds any applicable time weighted levels prescribed by applicable legislation at the Place of the Work,
' and
.4 immediately report the circumstances to the Consultant and the Owner in writing.
9.2.6 If the Owner and Contractor do not agree on the existence, significance of, or whether the toxic or hazardous substances were
' brought onto the Place of the Work by the Contractor or anyone for whom the Contractor is responsible, the Owner shall retain
and pay for an independent qualified expert to investigate and determine such matters. The expert's report shall be delivered to
the Owner and the Contractor.
t 9.2.7 If the Owner and Contractor agree or if the expert referred to in paragraph 9.2.6 determines that the toxic or hazardous
substances were not brought onto the place of the Work by the Contractor or anyone for whom the Contractor is responsible, the
Owner shall promptly at the Owner's own expense:
.1 take all steps as required under paragraph 9.2.4;
' .2 reimburse the Contractor for the costs of all steps taken pursuant to paragraph 9.2.5;
.3 extend the Contract time for such reasonable time as the Consultant may recommend in consultation with the Contractor
and the expert referred to in 9.2.6 and reimburse the Contractor for reasonable costs incurred as a result of the delay; and
' .4 indemnify the Contractor as required by GC 12.1 - INDEMNIFICATION.
9.2.8 If the Owner and Contractor agree or if the expert referred to in paragraph 9.2.6 determines that the toxic or hazardous
substances were brought onto the place of the Work by the Contractor or anyone for whom the Contractor is responsible, the
' Contractor shall promptly at the Contractor's own expense:
.1 take all necessary steps, in accordance with applicable legislation in force at the Place of the Work, to safely remove and
dispose the toxic or hazardous substances;
.2 make good any damage to the Work, the Owner's property or property adjacent to the place of the Work as provided in
' paragraph 9.1.3 of GC 9.1— PROTECTION OF WORK AND PROPERTY;
.3 reimburse the Owner for reasonable costs incurred under paragraph 9.2.6; and
.4 indemnify the Owner as required by GC 12.1 - INDEMNIFICATION.
' 9.2.9 If either party does not accept the expert's findings under paragraph 9.2.6, the disagreement shall be settled in accordance with
Part 8 of the General Conditions - Dispute Resolution. If such disagreement is not resolved promptly, the parties shall act
immediately in accordance with the expert's determination and take the steps required by paragraph 9.2.7 or 9.2.8 it being
understood that by so doing, neither party will jeopardize any claim that party may have to be reimbursed as provided by GC 9.2
' - TOXIC AND HAZARDOUS SUBSTANCES.
GC 9.3 ARTIFACTS AND FOSSILS
' 9.3.1 Fossils, coins, articles of value or antiquity, structures and other remains or things of scientific or historic interest discovered
at the Place or Work shall, as between the Owner and the Contractor, be deemed to be the absolute property of the Owner.
9.3.2 The Contractor shall take all reasonable precautions to prevent removal or damage to discoveries as identified in paragraph
' 9.3.1, and shall advise the Consultant upon discovery of such items.
9.3.3 The Consultant will investigate the impact on the Work of the discoveries identified in paragraph 9.3.1. If conditions are
found that would cause an increase or decrease in the Contractor 's cost or time to perform the Work, the Consultant, with the
t Owner's approval, will issue appropriate instructions for a change in the Work as provided in GC 6.2 - CHANGE ORDER or
GC 6.3 CHANGE DIRECTIVE.
' GC 9.4 CONSTRUCTION SAFETY
9.4.1 Subject to paragraph 3.2.2.2 of GC 3.2 - CONSTRUCTION BY OWNER OR OTHER CONTRACTORS, the Contractor
shall be solely responsible for construction safety at the Place of the Work and for compliance with the rules, regulations and
practices required by the applicable construction health and safety legislation and shall be responsible for initiating,
maintaining and supervising all safety precautions and programs in connection with the performance of the Work.
' CCDC 2 — 2008 File 007213 24
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' CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
1
GC 9.5 MOULD
9.5.1 If the Contractor or Owner observes or reasonably suspects the presence of mould at the Place of the Work, the remediation of
which is not expressly part of the Work,
.1 the observing party shall promptly report the circumstances to the other party in writing, and
.2 the Contractor shall promptly take all reasonable steps, including stopping the Work if necessary, to ensure that no person
suffers injury, sickness or death and that no property is damaged as a result of exposure to or the presence of the mould, and
.3 if the Owner and Contractor do not agree on the existence, significance or cause of the mould or as to what steps need be
taken to deal with it, the Owner shall retain and pay for an independent qualified expert to investigate and determine such
' matters. The expert's report shall be delivered to the Owner and Contractor.
9.5.2 If the Owner and Contractor agree, or if the expert referred to in paragraph 9.5.1.3 determines that the presence of mould was
caused by the Contractor's operations under the Contract, the Contractor shall promptly, at the Contractor's own expense:
' . 1 take all reasonable and necessary steps to safely remediate or dispose of the mould, and
.2 make good any damage to the Work, the Owner's property or property adjacent to the Place of the Work as provided in
paragraph 9.1.3 of GC 9.1 - PROTECTION OF WORK AND PROPERTY, and
' .3 reimburse the Owner for reasonable costs incurred under paragraph 9.5.1.3, and
.4 indemnify the Owner as required by GC 12.1 - INDEMNIFICATION.
9.5.3 If the Owner and Contractor agree, or if the expert referred to in paragraph 9.5.1.3 determines that the presence of mould was
' not caused by the Contractor's operations under the Contract, the Owner shall promptly, at the Owner's own expense:
.1 take all reasonable and necessary steps to safely remediate or dispose of the mould, and
.2 reimburse the Contractor for the cost of taking the steps under paragraph 9.5.1.2 and making good any damage to the Work
as provided in paragraph 9.1.4 of GC 9.1 - PROTECTION OF WORK AND PROPERTY, and
' .3 extend the Contract Time for such reasonable time as the Consultant may recommend in consultation with the Contractor
and the expert referred to in paragraph 9.5.1.3 and reimburse the Contractor for reasonable costs incurred as a result of the
delay, and
' .4 indemnify the Contractor as required by GC 12.1 - INDEMNIFICATION.
9.5.4 If either party does not accept the expert's finding under paragraph 9.5.1.3, the disagreement shall be settled in accordance with
Part 8 of the General Conditions - DISPUTE RESOLUTION. If such desagreement is not resolved promptly, the parties shall
' act immediately in accordance with the expert's determination and take the steps required by paragraphs 9.5.2 or 9.5.3, it being
understood that by so doing neither party will jeopardize any claim the party may have to be reimbursed as provided by GC 9.5 -
MOULD.
PART 10 GOVERNING REGULATIONS
GC 10.1 TAXES AND DUTIES
' 10.1.1 The Contract Price shall include all taxes and customs duties in effect at the time of the bid closing except for Value Added
Taxes payable by the Owner to the Contractor as stipulated in Article A -4 of the Agreement - CONTRACT PRICE.
10.1.2 Any increase or decrease in costs to the Contractor due to changes in such included taxes and duties after the time of the bid
' closing shall increase or decrease the Contract Price accordingly.
GC 10.2 LAWS, NOTICES, PERMITS, AND FEES
' 10.2.1 The laws of the Place of the Work shall govern the Work.
10.2.2 The Owner shall obtain and pay for development approvals, building permit, permanent easements, rights of servitude, and all
other necessary approvals and permits, except for the permits and fees referred to in paragraph 10.2.3 or for which the Contract
' Documents specify as the responsibility of the Contractor.
10.2.3 The Contractor shall be responsible for the procurement of permits, licences, inspections, and certificates, which are necessary
for the performance of the Work and customarily obtained by contractors in the jurisdiction of the Place of the Work after the
issuance of the building permit. The Contract Price includes the cost of these permits, licences, inspections, and certificates, and
' their procurement.
10.2.4 The Contractor shall give the required notices and comply with the laws, ordinances, rules, regulations, or codes which are or
become in force during the performance of the Work and which relate to the Work, to the preservation of the public health, and to
' construction safety.
CCDC 2 — 2008 File 007213 25
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CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
10.2.5 The Contractor shall not be responsible for verifying that the Contract Documents are in compliance with the applicable laws,
ordinances, rules, regulations, or codes relating to the Work. If the Contract Documents are at variance therewith, or if,
subsequent to the time of bid closing, changes are made to the applicable laws, ordinances, rules, regulations, or codes which
require modification to the Contract Documents, the Contractor shall advise the Consultant in writing requesting direction
' immediately upon such variance or change becoming known. The Consultant will make the changes required to the Contract
Documents as provided in GC 6.1 - OWNER'S RIGHT TO MAKE CHANGES, GC 6.2 - CHANGE ORDER and GC 6.3 -
CHANGE DIRECTIVE.
10.2.6 If the Contractor fails to advise the Consultant in writing; and fails to obtain direction as required in paragraph 10.2.5; and
performs work knowing it to be contrary to any laws, ordinances, rules, regulations, or codes; the Contractor shall be
responsible for and shall correct the violations thereof; and shall bear the costs, expenses and damages attributable to the
failure to comply with the provisions of such laws, ordinances, rules, regulations, or codes.
' 10.2.7 If, subsequent to the time of bid closing, changes are made to applicable laws, ordinances, rules, regulations, or codes of
authorities having jurisdiction which affect the cost of the Work, either party may submit a claim in accordance with the
requirements of GC 6.6 — CLAIMS FOR A CHANGE IN CONTRACT PRICE.
' GC 10.3 PATENT FEES
10.3.1 The Contractor shall pay the royalties and patent licence fees required for the performance of the Contract. The Contractor
shall hold the Owner harmless from and against claims, demands, losses, costs, damages, actions, suits, or proceedings
arising out of the Contractor's performance of the Contract which are attributable to an infringement or an alleged
infringement of a patent of invention by the Contractor or anyone for whose acts the Contractor may be liable.
' 10.3.2 The Owner shall hold the Contractor harmless against claims, demands, losses, costs, damages, actions, suits, or proceedings
arising out of the Contractor's performance of the Contract which are attributable to an infringement or an alleged
infringement of a patent of invention in executing anything for the purpose of the Contract, the model, plan or design of
which was supplied to the Contractor as part of the Contract Documents.
' GC 10.4 WORKERS' COMPENSATION
10.4.1 Prior to commencing the Work, again with the Contractor's application for payment of the holdback amount following
' Substantial Performance of the Work and again with the Contractor's application for final payment, the Contractor shall
provide evidence of compliance with workers' compensation legislation at the Place of the Work, including payments due
thereunder.
' 10.4.2 At any time during the term of the Contract, when requested by the Owner, the Contractor shall provide such evidence of
compliance by the Contractor and Subcontractors.
' PART 11 INSURANCE AND CONTRACT SECURITY
GC 11.1 INSURANCE
' 11.1.1 Without restricting the generality of GC 12.1 - INDEMNIFICATION, the Contractor shall provide, maintain and pay for the
following insurance coverages, the minimum requirements of which are specified in CCDC 41— CCDC Insurance Requirements
in effect at the time of bid closing except as hereinafter provided:
.1 General liability insurance in the name of the Contractor and include, or in the case of a single, blanket policy, be
' endorsed to name, the Owner and the Consultant as insureds but only with respect to liability, other than legal liability
arising out of their sole negligence, arising out of the operations of the Contractor with regard to the Work. General
liability insurance shall be maintained from the date of commencement of the Work until one year from the date of
Substantial Performance of the Work. Liability coverage shall be provided for completed operations hazards from the
' date of Substantial Performance of the Work, as set out in the certificate of Substantial Performance of the Work, on an
ongoing basis for a period of 6 years following Substantial Performance of the Work.
.2 Automobile Liability Insurance from the date of commencement of the Work until one year after the date of Substantial
11 Performance of the Work.
.3 Aircraft or Watercraft Liability Insurance when owned or non -owned aircraft or watercraft are used directly or indirectly
in the performance of the Work
.4 "Broad form" property insurance in the joint names of the Contractor, the Owner and the Consultant. The policy shall
' include as insureds all Subcontractors. The "Broad form" property insurance shall be provided from the date of
commencement of the Work until the earliest of:
(1) 10 calendar days after the date of Substantial Performance of the Work;
' CCDC 2 — 2008 File 007213 26
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
(2) on the commencement of use or occupancy of any part or section of the Work unless such use or occupancy is for
' construction purposes, habitational, office, banking, convenience store under 465 square metres in area, or parking
purposes, or for the installation, testing and commissioning of equipment forming part of the Work;
(3) when left unattended for more than 30 consecutive calendar days or when construction activity has ceased for more
' than 30 consecutive calendar days.
.5 Boiler and machinery insurance in the joint names of the Contractor, the Owner and the Consultant. The policy shall
include as insureds all Subcontractors. The coverage shall be maintained continuously from commencement of use or
operation of the boiler and machinery objects insured by the policy and until 10 calendar days after the date of
Substantial Performance of the Work.
.6 The "Broad form" property and boiler and machinery policies shall provide that, in the case of a loss or damage,
payment shall be made to the Owner and the Contractor as their respective interests may appear. In the event of loss or
' damage:
(1) the Contractor shall act on behalf of the Owner for the purpose of adjusting the amount of such loss or damage
payment with the insurers. When the extent of the loss or damage is determined, the Contractor shall proceed to
restore the Work. Loss or damage shall not affect the rights and obligations of either party under the Contract
' except that the Contractor shall be entitled to such reasonable extension of Contract Time relative to the extent of
the loss or damage as the Consultant may recommend in consultation with the Contractor;
(2) the Contractor shall be entitled to receive from the Owner, in addition to the amount due under the Contract, the
amount which the Owner's interest in restoration of the Work has been appraised, such amount to be paid as the
restoration of the Work proceeds in accordance with the progress payment provisions. In addition the Contractor
shall be entitled to receive from the payments made by the insurer the amount of the Contractor's interest in the
restoration of the Work; and
' (3) to the Work arising from the work of the Owner, the Owner's own forces or another contractor, the Owner shall, in
accordance with the Owner's obligations under the provisions relating to construction by Owner or other
contractors, pay the Contractor the cost of restoring the Work as the restoration of the Work proceeds and as in
accordance with the progress payment provisions.
' .7 Contractors' Equipment Insurance from the date of commencement of the Work until one year after the date of
Substantial Performance of the Work.
11.1.2 Prior to commencement of the Work and upon the placement, renewal, amendment, or extension of all or any part of the
' insurance, the Contractor shall promptly provide the Owner with confirmation of coverage and, if required, a certified true copy
of the policies certified by an authorized representative of the insurer together with copies of any amending endorsements
applicable to the Work.
' 11.1.3 The parties shall pay their share of the deductible amounts in direct proportion to their responsibility in regards to any loss for
which the above policies are required to pay, except where such amounts may be excluded by the terms of the Contract.
11.1.4 If the Contractor fails to provide or maintain insurance as required by the Contract Documents, then the Owner shall have the
' right to provide and maintain such insurance and give evidence to the Contractor and the Consultant. The Contractor shall pay
the cost thereof to the Owner on demand or the Owner may deduct the cost from the amount which is due or may become due to
the Contractor.
' 11.1.5 All required insurance policies shall be with insurers licensed to underwrite insurance in the jurisdiction of the Place of the
Work.
11.1.6 If a revised version of CCDC 41 — INSURANCE REQUIREMENTS is published, which specifies reduced insurance
' requirements, the parties shall address such reduction, prior to the Contractor's insurance policy becoming due for renewal, and
record any agreement in a Change Order.
11.1.7 If a revised version of CCDC 41 — INSURANCE REQUIREMENTS is published, which specifies increased insurance
requirements, the Owner may request the increased coverage from the Contractor by way of a Change Order.
11.1.8 A Change Directive shall not be used to direct a change in the insurance requirements in response to the revision of CCDC 41 —
INSURANCE REQUIREMENTS.
GC 11.2 CONTRACT SECURITY
11.2.1 The Contractor shall, prior to commencement of the Work or within the specified time, provide to the Owner any Contract
security specified in the Contract Documents.
CCDC 2 — 2008 File 007213 27
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
11.2.2 If the Contract Documents require surety bonds to be provided, such bonds shall be issued by a duly licensed surety
I company authorized to transact the business of suretyship in the province or territory of the Place of the Work and shall be
maintained in good standing until the fulfillment of the Contract. The form of such bonds shall be in accordance with the
latest edition of the CCDC approved bond forms.
I PART 12 INDEMNIFICATION, WAIVER OF CLAIMS AND WARRANTY
GC 12.1 INDEMNIFICATION
I 12.1.1 Without restricting the parties' obligation to indemnify as described in paragraphs 12.1.4 and 12.1.5, the Owner and the
Contractor shall each indemnify and hold harmless the other from and against all claims, demands, losses, costs, damages,
actions, suits, or proceedings whether in respect to losses suffered by them or in respect to claims by third parties that arise out
i I of, or are attributable in any respect to their involvement as parties to this Contract, provided such claims are:
.1 caused by:
(1) the negligent acts or omissions of the party from whom indemnification is sought or anyone for whose acts or
omissions that party is liable, or
I
(2) a failure of the party to the Contract from whom indemnification is sought to fulfill its terms or conditions; and
.2 made by Notice in Writing within a period of 6 years from the date of Substantial Performance of the Work as set out in the
certificate of Substantial Performance of the Work issued pursuant to paragraph 5.4.2.2 of GC 5.4 — SUBSTANTIAL
I PERFORMANCE OF THE WORK or within such shorter period as may be prescribed by any limitation statute of the
province or territory of the Place of the Work.
The parties expressly waive the right to indemnity for claims other than those provided for in this Contract.
I 12.1.2 The obligation of either party to indemnify as set forth in paragraph 12.1.1 shall be limited as follows:
.1 In respect to losses suffered by the Owner and the Contractor for which insurance is to be provided by either party pursuant
to GC 11.1 — INSURANCE, the general liability insurance limit for one occurrence as referred to in CCDC 41 in effect at
the time of bid closing.
I .2 In respect to losses suffered by the Owner and the Contractor for which insurance is not required to be provided by either
party in accordance with GC 11.1 — INSURANCE, the greater of the Contract Price as recorded in Article A -4 —
CONTRACT PRICE or $2,000,000, but in no event shall the sum be greater than $20,000,000.
I .3 In respect to claims by third parties for direct loss resulting from bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property, the obligation to indemnify is without limit. In respect to all other claims for indemnity as a
result of claims advanced by third parties, the limits of indemnity set forth in paragraphs 12.1.2.1 and 12.1.2.2 shall apply.
12.1.3 The obligation of either party to indemnify the other as set forth in paragraphs 12.1.1 and 12.1.2 shall be inclusive of interest and
I
all legal costs.
12.1.4 The Owner and the Contractor shall indemnify and hold harmless the other from and against all claims, demands, losses, costs,
damages, actions, suits, or proceedings arising out of their obligations described in GC 9.2 — TOXIC AND HAZARDOUS
I
SUBSTANCES.
12.1.5 The Owner shall indemnify and hold harmless the Contractor from and against all claims, demands, losses, costs, damages,
actions, suits, or proceedings:
I . 1 as described in paragraph 10.3.2 of GC 10.3 — PATENT FEES, and
.2 arising out of the Contractor's performance of the Contract which are attributable to a lack of or defect in title or an alleged
lack of or defect in title to the Place of the Work.
I 12.1.6 In respect to any claim for indemnity or to be held harmless by the Owner or the Contractor:
.1 Notice in Writing of such claim shall be given within a reasonable time after the facts upon which such claim is based
became known;
I .2 should any party be required as a result of its obligation to indemnify another to pay or satisfy a final order, judgment or
award made against the party entitled by this contract to be indemnified, then the indemnifying party upon assuming all
liability for any costs that might result shall have the right to appeal in the name of the party against whom such final
order or judgment has been made until such rights of appeal have been exhausted.
I
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I CCDC 2 — 2008 File 007213 28
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
1 CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
GC 12.2 WAIVER OF CLAIMS
12.2.1 Subject to any lien legislation applicable to the Place of the Work, as of the fifth calendar day before the expiry of the lien
period provided by the lien legislation applicable at the Place of the Work, the Contractor waives and releases the Owner from
' all claims which the Contractor has or reasonably ought to have knowledge of that could be advanced by the Contractor against
the Owner arising from the Contractor's involvement in the Work, including, without limitation, those arising from negligence
or breach of contract in respect to which the cause of action is based upon acts or omissions which occurred prior to or on the
date of Substantial Performance of the Work, except as follows:
' . 1 claims arising prior to or on the date of Substantial Performance of the Work for which Notice in Writing of claim has been
received by the Owner from the Contractor no later than the sixth calendar day before the expiry of the lien period provided
by the lien legislation applicable at the Place of the Work,
.2 indemnification for claims advanced against the Contractor by third parties for which a right of indemnification may be
asserted by the Contractor against the Owner pursuant to the provisions of this Contract;
.3 claims for which a right of indemnity could be asserted by the Contractor pursuant to the provisions of paragraphs 12.1.4 or
12.1.5 of GC 12.1— INDEMNIFICATION; and
' .4 claims resulting from acts or omissions which occur after the date of Substantial Performance of the Work.
12.2.2 The Contractor waives and releases the Owner from all claims referenced in paragraph 12.2.1.4 except for those referred in
paragraphs 12.2.1.2 and 12.2.1.3 and claims for which Notice in Writing of claim has been received by the Owner from the
' Contractor within 395 calendar days following the date of Substantial Performance of the Work.
12.2.3 Subject to any lien legislation applicable to the Place of the Work, as of the fifth calendar day before the expiry of the lien
period provided by the lien legislation applicable at the Place of the Work, the Owner waives and releases the Contractor from
' all claims which the Owner has or reasonably ought to have knowledge of that could be advanced by the Owner against the
Contractor arising from the Owner's involvement in the Work, including, without limitation, those arising from negligence or
breach of contract in respect to which the cause of action is based upon acts or omissions which occurred prior to or on the date
of Substantial Performance of the Work, except as follows:
' . 1 claims arising prior to or on the date of Substantial Performance of the Work for which Notice in Writing of claim has been
received by the Contractor from the Owner no later than the sixth calendar day before the expiry of the lien period provided
by the lien legislation applicable at the Place of the Work,
.2 indemnification for claims advanced against the Owner by third parties for which a right of indemnification may be asserted
' by the Owner against the Contractor pursuant to the provisions of this Contract;
.3 claims for which a right of indemnity could be asserted by the Owner against the Contractor pursuant to the provisions of
paragraph 12.1.4 of GC 12.1 - INDEMNIFICATION;
.4 damages arising from the Contractor's actions which result in substantial defects or deficiencies in the Work. "Substantial
defects or deficiencies" mean those defects or deficiencies in the Work which affect the Work to such an extent or in such a
manner that a significant part or the whole of the Work is unfit for the purpose intended by the Contract Documents;
.5 claims arising pursuant to GC 12.3 - WARRANTY; and
.6 claims arising from acts or omissions which occur after the date of Substantial Performance of the Work.
12.2.4 The Owner waives and releases the Contractor from all claims referred to in paragraph 12.2.3.4 except claims for which Notice
in Writing of claim has been received by the Contractor from the Owner within a period of six years from the date of Substantial
' Performance of the Work should any limitation statute of the Province or Territory of the Place of the Work permit such
agreement. If the applicable limitation statute does not permit such agreement, within such shorter period as may be prescribed
by:
.1 any limitation statute of the Province or Territory of the Place of the Work, or
.2 if the Place of the Work is the Province of Quebec, then Article 2118 of the Civil Code of Quebec.
12.2.5 The Owner waives and releases the Contractor from all claims referenced in paragraph 12.2.3.6 except for those referred in
paragraph 12.2.3.2, 12.2.3.3 and those arising under GC 12.3 — WARRANTY and claims for which Notice in Writing has been
received by the Contractor from the Owner within 395 calendar days following the date of Substantial Performance of the Work.
12.2.6 "Notice in Writing of claim" as provided for in GC 12.2 — WAIVER OF CLAIMS to preserve a claim or right of action which
would otherwise, by the provisions of GC 12.2 — WAIVER OF CLAIMS, be deemed to be waived, must include the following:
.1 a clear and unequivocal statement of the intention to claim;
.2 a statement as to the nature of the claim and the grounds upon which the claim is based; and
.3 a statement of the estimated quantum of the claim.
12.2.7 The party giving "Notice in Writing of claim" as provided for in GC 12.2 — WAIVER OF CLAIMS shall submit within a
reasonable time a detailed account of the amount claimed.
CCDC 2 — 2008 File 007213 29
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
12.2.8 Where the event or series of events giving rise to a claim made under paragraphs 12.2.1 or 12.2.3 has a continuing effect, the
detailed account submitted under paragraph 12.2.7 shall be considered to be an interim account and the party making the claim
shall submit further interim accounts, at reasonable intervals, giving the accumulated amount of the claim and any further
grounds upon which it is based. The party making the claim shall submit a final account after the end of the effects resulting
' from the event or series of events.
12.2.9 If a Notice in Writing of claim pursuant to paragraph 12.2.1.1 is received on the seventh or sixth calendar day before the expiry
of the lien period provided by the lien legislation applicable at the Place of the Work, the period within which Notice in Writing
' of claim shall be received pursuant to paragraph 12.2.3.1 shall be extended to two calendar days before the expiry of the lien
period provided by the lien legislation applicable at the Place of the Work.
12.2.10 If a Notice in Writing of claim pursuant to paragraph 12.2.3.1 is received on the seventh or sixth calendar day before the expiry
of the lien period provided by the lien legislation applicable at the Place of the Work, the period within which Notice in Writing
of claim shall be received pursuant to paragraph12.2.1.1 shall be extended to two calendar days before the expiry of the lien
period provided by the lien legislation applicable at the Place of the Work.
GC 12.3 WARRANTY
12.3.1 Except for extended warranties as described in paragraph 12.3.6, the warranty period under the Contract is one year from the
date of Substantial Performance of the Work.
' 12.3.2 The Contractor shall be responsible for the proper performance of the Work to the extent that the design and Contract
Documents permit such performance.
12.3.3 The Owner, through the Consultant, shall promptly give the Contractor Notice in Writing of observed defects and
' deficiencies which occur during the one year warranty period.
12.3.4 Subject to paragraph 12.3.2, the Contractor shall correct promptly, at the Contractor's expense, defects or deficiencies in the
• Work which appear prior to and during the one year warranty period.
12.3.5 The Contractor shall correct or pay for damage resulting from corrections made under the requirements of paragraph 12.3.4.
12.3.6 Any extended warranties required beyond the one year warranty period as described in paragraph 12.3.1, shall be as
specified in the Contract Documents. Extended warranties shall be issued by the warrantor to the benefit of the Owner. The
Contractor's responsibility with respect to extended warranties shall be limited to obtaining any such extended warranties
from the warrantor. The obligations under such extended warranties are solely the responsibilities of the warrantor.
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CCDC 2 — 2008 File 007213 30
Note: This contract is protected by copyright. Use of a CCDC 2 document not containing a CCDC 2 copyright seal constitutes an infringement of copyright. Only sign this
contract if the document cover page bears a CCDC 2 copyright seal to demonstrate that it is intended by the parties to be an accurate and unamended version of
CCDC 2 — 2008 except to the extent that any alterations, additions or modifications are set forth in supplementary conditions.
I
CCDC
I 75 Albert Street
Suite 400
Ottawa, Ont. KIP 5E7 CANADIAN CONSTRUCTION DOCUMENTS COMMITTEE
I CANADIAN CONSTRUCTION DOCUMENTS COMMITTEE
Tel: (613) 236 -9455
Fax: (613) 236 -9526 CCDC 41
I info @ccdc.org CCDC INSURANCE REQUIREMENTS
PUBLICATION DATE: JANUARY 21, 2008
I 1. General liability insurance shall be with limits of not less than $5,000,000 per occurrence, an
aggregate limit of not less than $5,000,000 within any policy year with respect to completed
operations, and a deductible not exceeding $5,000. The insurance coverage shall not be less than
I the insurance provided by IBC Form 2100 (including an extension for a standard provincial and
territorial form of non -owned automobile liability policy) and IBC Form 2320. To achieve the
desired limit, umbrella or excess liability insurance may be used. Subject to satisfactory proof of
financial capability by the Contractor, the Owner may agree to increase the deductible amounts.
I 2. Automobile liability insurance in respect of vehicles that are required by law to be insured under a
contract by a Motor Vehicle Liability Policy, shall have limits of not less than $5,000,000 inclusive
1 per occurrence for bodily injury, death and damage to property, covering all vehicles owned or
leased by the Contractor. Where the policy has been issued pursuant to a government- operated
automobile insurance system, the Contractor shall provide the Owner with confirmation of
automobile insurance coverage for all automobiles registered in the name of the Contractor.
I 3. Aircraft and watercraft liability insurance with respect to owned or non -owned aircraft and
watercraft (if used directly or indirectly in the performance of the Work), including use of additional
I premises, shall have limits of not less than $5,000,000 inclusive per occurrence for bodily injury,
death and damage to property including loss of use thereof and limits of not less than $5,000,000 for
aircraft passenger hazard. Such insurance shall be in a form acceptable to the Owner.
I 4. "Broad form" property insurance shall have limits of not less than the sum of 1.1 times Contract
Price and the full value, as stated in the Contract, of Products and design services that are specified
to be provided by the Owner for incorporation into the Work, with a deductible not exceeding
$5,000. The insurance coverage shall not be less than the insurance provided by IBC Forms 4042
I and 4047 (excluding flood and earthquake) or their equivalent replacement. Subject to satisfactory
Association proof of financial capability by the Contractor, the Owner may agree to increase the deductible
of Canadian amounts.
I Engineering
Companies 5. Boiler and machinery insurance shall have limits of not less than the replacement value of the
permanent or temporary boilers and pressure vessels, and other insurable objects forming part of the
Work. The insurance coverage shall not be less than the insurance provided by a comprehensive
II boiler and machinery policy.
Canadian 6. "Broad form" contractors' equipment insurance coverage covering Construction Equipment used by
Construction the Contractor for the performance of the Work, shall be in a form acceptable to the Owner and shall
Association not allow subrogation claims by the insurer against the Owner. Subject to satisfactory proof of I
financial capability by the Contractor for self - insurance, the Owner may agree to waive the
equipment insurance requirement.
I Construction 7. Standard Exclusions
Specifications
Canada 7.1 In addition to the broad form property exclusions identified in IBC forms 4042(1995), and
I 4047(2000), the Contractor is not required to provide the following insurance coverage:
• Asbestos
• Cyber Risk
I The Royal • Mould
Architectural • Terrorism
Institute of Canada W W W. c c d c. o r g
1
ADDENDUM # [1] Form: 301/Rev.03
P
Sk
roject Description: Kincardine Library Roof, Guardrail and HVAC Project • V
1 N A
ENGINEERING
Project Number: 12- 4020 -CH2 ASSOCIATES INC
Consulting Engineers
Location: 727 Queen Street
Kincardine. ON N2Z 1Z9
Date: 2013APR19
This addendum forms part of the contract documents and amends the original
drawings, specifications and details.
I 1. There are two types of existing structure for the flat roof surfaces. The north
section of the flat roof with RTU -1 is steel deck with a steel supporting
structure. The south section of the flat roof with RTU -2 and skylight is as
per specification sections 01010 - Scope of Work and 07510 - Built -up
Roofing. In locations that the existing steel deck is damaged and / or
deflective, contact Consultant for further direction.
2. Refer to the attached revised drawings R2 and S2, regarding the revised
connection detail at the base of the new guardrails.
1
END OF ADDENDUM 1
I
107 ERIE ST. SUITE 2 ❑
STRATFORD, ON N5A 2M5
PHONE 519 273 3205
FAX 519 273 7133
' 90 ALBERT ST. EAST ❑
LONDON, ON N6A 1L8
PHONE 519 432 0000
' FAX5194321313
933 QUEEN STREET
KINCARDINE ON N2Z 2Y2
PHONE 519 396 - 1000
FAX 519 396 -1010
i
Rev. March, 2010 Page 1 of 1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
' Kincardine, Ontario
N2Z 1Z9
' Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
SUBMIT TO: MUNICIPALITY OF KINCARDINE
1475 Concession 5
' Kincardine, Ontario
N2Z 2X6
Attention: Gagan Sandhu
Sealed tenders will be received not later than:
12:00:00 PM. Local Time, Friday, April 26 2013
We, the undersigned b. J. Pem* (2.0oC :Ir, °' S - v\e -A0.1
of the City of ! ` h -cx.y have examined the
tender documents for the KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
' including: Addenda No. t dated A p �Q .O t3
' Addenda No. dated
Addenda No. dated
Addenda No. dated
1
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
4"
' www.naeng.com N i 1 AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
TENDER FORM 00300
I TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
I Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
I NA Engineering Associates Inc Project Number: 12 -4020
I We will supply the necessary materials and services at the costs listed below to complete the
scope of work outlined in the said documents.
I
I The total contract price is made up of the following prices:
Oo
I STIPULATED CONTRACT PRICE (including allowances) $ a 15
I H.S.T. (13% OF CONTRACT PRICE) $ 9.7 95
I TOTAL STIPULATED CONTRACT PRICE (including HST) $ ayoZ, 9. S"
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NA Engineering Associates Inc., KINCARDINE LIBRARY ROOF, GUARDRAIL
I vaww.naeng.com v ,, AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
I'
I TENDER FORM 00300
I TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
I N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
I NA Engineering Associates Inc Project Number: 12 -4020
ALLOWANCES
1.0 PROCEDURE
I 1 The express intent of this tender is that all Cash Allowances shall be carried by
the Contractor, not by individual subcontractors. The Contractor shall include in
I his Tender all Cash Allowances called for in this Section.
.2 No expenditure against Cash Allowances shall be made or incurred except as
instructed by the Consultant in writing.
I .3 Mark up for the Contractor's expense and profit will be allowed where individual
specific purpose Cash Allowances are exceeded.
I .4 The amounts listed are deemed to be all inclusive but not to include Value Added
Taxes (H.S.T.).
I 2.0 CASH ALLOWANCES
.1 Include in Stipulated Contract Price the following specific Cash Allowances to be
I expended in whole or in part only as directed by the Consultant.
.1 45 sheets of 4' -0" x 8' -0" x 1/2" plywood to $ 02 t 3 o. CMG
replace deteriorated or damaged material.
I Price to including fastening, clips, etc., as required.
.2 5 sheets of 4' -0" x 8' -0" x 3/4" plywood to $ 5�-,3 , (.5c._
I replace deteriorated or damaged material.
Price to including fastening, clips, etc., as required.
Total Allowances to be carried in the Stipulated $ r ,k t5 ''
I Contract Price:
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1
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
I NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
I
1 TENDER FORM 00300
I TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
I
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
' NA Engineering Associates Inc Project Number: 12 -4020
UNIT PRICES
I
The following unit prices are required to be entered and filled out in full by the Bidder. Unit prices as
provided will be used for both additions and deletions to the Contract Price, for changes to the scope of
I work.
Item # Description of Unit Price Unit Cost ($)
I A Supply and install plywood (4' -0" x 8' -0" x 1/2 "), per sheet (sloped
roof) to replace deteriorated or damaged material. Price to ., o0
including fastening, clips, etc., as required. 3 O .
I B Supply and install plywood (4' -0" x 8' -0" x 3/4 "), per sheet (flat roof)
to replace deteriorated or damaged material. Price to including (
fastening, clips, etc., as required.
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NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com �V AND HVAC PROJECT
I NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
I TENDER FORM 00300
I TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
I Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
I NA Engineering Associates Inc Project Number: 12 -4020
I The Stipulated Contract Price includes the cost of 50% Performance Bond and 50% Labour and
Material Bond, all Permits, Insurance Premiums and all taxes on products and equipment.
1
53
we I- ttI nc.Ir'Pri I �>rly Tw ee Thelu Ninv Hued f C�h //l/i' IP (Dollars)
I Including all applicable taxes as noted (including H.S.T)
I 65
Harmonized Sales Tax (H.S.T.): $ Q.7
. 1 9J �.
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NA Engineering Associates Inc. i} . KINCARDINE LIBRARY ROOF, GUARDRAIL
I vrww.naeng.corn AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
I
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
' Kincardine, Ontario
N2Z 1Z9
' Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
' The Owner reserves the right to accept or reject all or any part of this Tender and not
necessarily accept the lowest or any of the prices submitted.
Declarations:
' We hereby declare that: We agree to perform the work and attain Substantial Performance
on /or before June 28 2013.
No person, firm, or corporation other than the undersigned has any interest in this Tender or in
the proposed contract for which this tender is made.
This Tender is open to acceptance for a period of thirty (30) days from the date of the closing.
1
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P is :7c — � (J— GenerccA er
Name and Title lease type or print in block letters)
typ P )
cA /,df cA
Signature
t
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NA Engineering Associates Inc. ti ^, KINCARDINE LIBRARY ROOF, GUARDRAIL
' www.naeng.com ;, AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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I TENDER FORM 00300
I TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
I Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
I NA Engineering Associates Inc Project Number: 12 -4020
Signed, sealed and submitted for and on behalf of:
I Company: ,1 .3-, 17 ."k Zr4o,Net °e56.6.4- Me-kGX L4r4t
(Name)
I LiZS -t0 (Trey ) 15
(Street Address or Postal Box Number)
I Ar riar , 0nk. MO I-1 1 R(1 ,
I (City, Province & Postal Code) (Apply Seal Above)
(519)3 ( --3&g?›"8: /ci) SW -
I (Telephone) (Facsimile Number)
I Signature: t�/71c 1 -ter /eL%ee.
I Name & Title: __ di i C ,i { ! - 'f4.,J /
f C�
I (Please print or type)
Witness: �/\__ � J 1-S c.-nwv-,
I Dated at A v, rAc -J.ar. this g 5 day of A pr ■ \ , 2013
I
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
I '� NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
The following is a listing of the sub - contractors to be employed on the work described above
which, are identified below naming each subcontractor to be used in making up this Tender and
stating the portion of work allocated to each.
' Subcontractor Portion of Work Telephone No.
J.C. Welding Brockton Ltd. Guardrails and Structural 519 -881 -1047
1028 Bruce Road 3, Walkerton ON Steel
Contact - Don Bannerman
Ken Robinson Refrigeration Inc. Mechanical 519- 271 -7099
' 90 Dunlop Place, Stratford ON
Contact - Ross McPherson
Bc6key Pier���v�c� (1c35Cto
K laces eaves-froLx3 1-. 519) 935 - ZO3
5't-eve O.v s rtes
l,�ctl tee Dcywall (skyle 6'15) 34(p - l
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NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com I" t , AND HVAC PROJECT
N A Engineering Associates Inc. Project: 12 -4020
Rev: 1
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TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street /
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: , 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
I Note:
Bonding Companies may submit the Agreement to Bo . on their standard forms provided they
conform to the form below.
r AGREEMENT TO B ND
We, the undersigned, hereby agree to 'ecome bound as Surety for:
See_ Bn ' v-■ TY\, -o
in a Performance Bond totaling Fifty Pe Cent (50 %) of the contract amount and in a Labour and
Materials Payment Bond totaling Fifty -er Cent (50 %) of the contract amount and conforming to
the Instruments of the Contract -ttached hereto, for the full and due performance and
maintenance of the works shown - d described herein, if the Contract for:
KINCARDINE LIBRARY ROO r, GUARDRAIL AND HVAC PROJECT
is by accepted b the Own:. .
p
It is a condition of thi: Agreement that if the above mentioned Contract is accepted, application
for a Performance : and and a Labour and Materials Payment Bond must be made to the
undersigned withi ' thirty (30) days of the execution of the contract related thereto, otherwise
this Agreement - all be null and void.
DATED this day of , 2013
1
Name of Bonding Company
Attorney -in -fact
NA Engineering Associates Inc. , KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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T R I S U R AO Bay Adelaide Centre
333 Bay Street, Suite 1610, Box 22
Toronto, Ontario, M5H 2R2
Phone: (416) 214 -2555
Fax: (416) 214 -9597
SURETY'S CONSENT
t Date: April 18, 2013 Bond No: TCS0519001 -13 -019
' WHEREAS D.J. Peat Roofing & Sheet Metal Ltd. (the "Principal ") has submitted a written tender to
Municipality of Kincardine (the "Obligee ") dated April 26, 2013 (the "Tender Date "), concerning:
' Roof replacement — Kincardine Library, 727 Queen St, Kincardine, Ontario — Project #2012 -09
and the condition of this obligation being such that the Principal shall have the bid accepted
within the time period prescribed in the Obligee's bid documents, or, if no time period is
specified in the Obligee's bid documents, within Sixty (60) days from the closing date of tender,
we, TRISURA GUARANTEE INSURANCE COMPANY, a corporation created and existing under
the laws of Canada and duly authorized to transact the business of Suretyship in Canada as Surety,
agree to issue for the Principal if the Principal shall enter into a written contract with the Obligee, the
following bond(s):
1. A contract performance bond of (50 %) of the contract price not exceeding the maximum
sum of (50 %) OF THE AMOUNT OF THE TENDER
2. A labour & material payment bond of (50 %) of the contract price not exceeding the
maximum sum of (50 %) OF THE AMOUNT OF THE TENDER
' This consent shall be null and void Sixty (60) days following the award of the contract.
' Any suit filed against the Surety with respect to this Surety's Consent must be initiated and duly
served on the Surety within within seven (7) months of the date hereof.
TRISURA GUARANTEE INSURANCE COMPANY
Erin Leatherland, Attorney -in -fact
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PROJECT SPECIFICATIONS
FOR
I
I
KINCARDINE LIBRARY ROOF,
GUARDRAIL AND HVAC PROJECT
727 Queen Street, Kincardine, Ontario N2Z 1Z9
I
1 SPECIFICATION NO.: 1D
Prepared For:
Municipality of Kincardine
' 1475 Concession 5
Kincardine, Ontario N2Z 2X6
' Prepared by:
NA Engineering Associates Inc.
1 933 Queen Street
Kincardine, Ontario N2Z 2Y2
NA Engineering Associates Inc. Project Number: -
g g � ber. 12 4020
Municipality of Kincardine Project Number: 2012 -09
Tender Date: Monday, April 8 2013
Job Showing: Monday, April 15 2013 at 1:00:00 p.m.
Closing Date: Friday, April 26th, 2013 at 12:00:00 p.m.
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INSTRUCTIONS TO BIDDERS 00200 I
PART 1: GENERAL
.1 TENDER DOCUMENT I
.2 EXAMINATION OF DOCUMENTS AND SITE
.3 ABILITY AND EXPERIENCE OF TENDERERS I
.4 SUB - CONTRACTORS
.5 ALTERNATIVES I
.6 VALIDATION PERIOD
.7 DEFINITIONS
.8 ADDENDA
.9 INFORMAL
.10 ACCEPTANCE OR REJECTION OF TENDERS I
.11 PROJECT CONTACTS
PART 2: MATERIALS
.1 NOT APPLICABLE I
PART 3: EXECUTION I
.1 NOT APPLICABLE
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NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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INSTRUCTIONS TO BIDDERS 00200
PART 1: GENERAL
.1 TENDER DOCUMENT
.1 Sealed bids marked "KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC
PROJECT - PROJECT NUMBER 2012 -09 ", addressed to:
MUNICIPALITY OF KINCARDINE
1475 Concession 5
Kincardine, Ontario
N2Z 2X6
will be received up to:
12:00:00 p.m., Local Time, Friday, April 26 2013
and opened publicly at the same location at:
12:15:00 p.m., Local Time, Friday, April 26 2013
.2 Each bid shall contain the full name of the party or parties bidding and the signature of
the parties bidding shall be in their respective handwriting.
.3 Bids must be submitted on the Tender Form provided and returned in the self- addressed
envelope enclosed.
.4 ALL BLANK SPACES ON THE TENDER FORM MUST BE FILLED IN.
.5 The intent of this project is to supply the necessary labour, materials, equipment and
services required to complete the KINCARDINE LIBRARY ROOF, GUARDRAIL AND
HVAC PROJECT as per attached General Conditions, Specifications and enclosed
I drawings.
.6 All submissions shall indicate separately, Harmonized Sales Tax. Prices quoted shall be
F.O.B. job site.
.7 Each Bidder must attend the mandatory site meeting, 1:00:00 p.m., Local Time, Monday,
April 15 2013 for the proposed work before submitting his bid and must satisfy himself
by personal examinations as to the local conditions to be met within completing the
specified work. Bidders are requested to meet at:
.8 Kincardine Library, 727 Queen Street, Kincardine, Ontario N2Z 1Z9
.9 He shall make his own estimate of the facilities and difficulties to be encountered. He is
not to claim at any time after the submission of his bid that there was any
misunderstanding of the terms and conditions of the Contract relating to the site
conditions.
.10 No bid will be accepted from any company which has a claim or instituted a legal
' proceeding against Municipality of Kincardine has a claim or instituted a legal proceeding
with respect to any previous contract, without prior approval by Municipality of Kincardine.
' NA Engineering Associates Inc.
www.naeng.com KINCARDINE LIBRARY ROOF, GUARDRAIL
AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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INSTRUCTIONS TO BIDDERS 00200
.11 The lowest or any Bid will not necessarily be accepted. The Owner reserves the right to
reject any or all bids, or to award the Contract to other than the bidder submitting the
lowest Bid, as in its' opinion may be for the best interest of the Owner.
.12 Stipulated price quoted in the Tender Form is to include furnishing of all materials, and
providing of all necessary labour, construction tools, equipment and transportation
services to complete all work required under this contract, whether specifically included in
Contract Documents or not.
.13 It is the intention of the Drawings and Specifications to provide finished work. Any items
omitted therefrom, which are clearly necessary for completion of the work, or its
appurtenances, to be considered a portion of work though not directly specified and /or
shown or called for in the tender documents.
.14 The Tenderer shall submit with their tender submission a list of proposed sub - contractors
stating the portion of the work allocated to each.
.2 EXAMINATION OF DOCUMENTS AND SITE
.1 Each Tenderer must examine the drawings, specifications and visit the site of the work
before submitting their tender. They must satisfy themselves by personal examination as
to the local conditions to be met with during the construction and conduct of the work.
They shall make their own estimates of the facilities and difficulties to be encountered in
completing the work of this contract. They shall not claim at any time after submission of
this Tender, that there was a misunderstanding of the terms and conditions relating to the
site conditions. I
.2 No plea of ignorance of conditions that exist, or that may hereafter exist, or of conditions
or difficulties that may be encountered in the execution of the work under this contract as
a result of the failure to make the necessary examinations and investigations will be
accepted as an excuse for any failure or omission on the part of the Contractor to fulfill in
every detail all requirements of said Contract Documents, or will be accepted as a basis
for any claims whatsoever for extra compensation or any extension of time. I
.3 It is the responsibility of the Contractor to review and include all related work outlined and
detailed on all drawings. If in doubt about the intent or scope of work, obtain clarification
prior to tender submission. The latest edition of the drawings will be applicable.
.3 ABILITY AND EXPERIENCE OF TENDERERS
.1 No tender will be considered from any Tenderer who is not known to be skilled and
regularly engaged in work of a character similar to that covered by the Drawings and
Specifications. In order to aid the Owner in determining the qualifications and capability
of any Tenderer, the Tenderer shall within 48 hours after being requested in writing by
the Owner to do so, furnish evidence satisfactory to the Owner, of the Tenderer's
experience and familiarity with work of character specified and their financial ability to
execute properly the proposed work to completion within the specified time. Evidence
requested may, without being limited thereto, include the following:
.1 Tenderer's performance record with listing of work of similar character and size,
which they have completed, giving names of Owners, dates, and contract costs.
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com :AN AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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I INSTRUCTIONS TO BIDDERS 00200
.2 A tabulation of other works now in progress; giving locations, types, sizes,
I required date of completion to date of each job.
.3 An itemized list of the Tenderer's equipment available for use on the proposed
Contract.
I .4 Evidence that Tenderer is licensed to do business in the Province of Ontario, in
the case of a Corporation organized under the laws of any other province or
I country.
.5 Additional information that will satisfy the Owner on the qualifications that the
Bidder is adequately prepared to fulfill the Contract.
I
.4 SUB - CONTRACTORS
1 .1 The Contractor agrees to preserve and protect the rights of the parties under the Contract
with respect to work to be performed under subcontract and to enter into contracts or
I written agreements with his sub - contractors to require them to perform their work in
accordance with and subject to the terms and conditions of the Contract documents, and
be as fully responsible to the Owner for acts and omissions of his sub - contractors and of
persons directly or indirectly employed by them as for acts and omissions of persons
I directly employed by him. The Contractor therefore agrees that he will incorporate the
terms and conditions of the Contract Documents into all subcontract agreements he
enters into with his sub - contractors.
I .2 Only one (1) sub - contractor is to be named for each part of the work to be sub -let. Non-
compliance may void the tender.
I .3 Where the contractor inserts such terms as "Own forces" for the work normally
undertaken by a specialty trade contractor, the contractor if requested shall submit
document evidence that he possesses the necessary equipment and skilled tradesmen to
undertake such work.
I .4 The contractor agrees to employ those sub - contractors proposed by him in writing and
accepted by the owner at the signing of the contract.
I .5 The owner may, for reasonable cause, object to the use of a proposed sub - contractor
and require the contractor to select another sub - contractor.
I .6 Nothing contained in the contract documents shall create a contractual relationship
between a sub - contractor and the owner.
I .5 ALTERNATIVES
.1 Alternatives in regards to materials or methods of application will be considered, provided
I quotations are given on the original intent. During the tendering period, alternative
materials to those specified must be transmitted in writing with full descriptive data, and
will be considered if submitted at least five (5) days prior to closing date of tenders.
I .2 Approval of alternatives will be confirmed by issue of an addendum to the tender
documents.
I NA Engineering Associates Inc. LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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INSTRUCTIONS TO BIDDERS 00200
.3 Cost of additional work and modifications to the design due to the use of alternatives
shall be borne by the contractor. I
.6 VALIDATION PERIOD
.1 All tenders must be valid for thirty (30) days after the closing date.
.7 DEFINITIONS
.1 The term Owner means: I
.2 Municipality of Kincardine
.3 The term Consultants means: 1
.4 NA Engineering Associates Incorporated.
.5 Working day means days other than Saturdays, Sundays, and holidays which are
observed by the construction industry in the area of the place of work and include hours
of day light only.
.8 ADDENDA
.1 If in doubt about the meaning or intent of any part of the tender documents, notify the
Consultant or Owner in writing during the tender period. If no questions are received, it
will be assumed that the work is clearly defined and that tenderers are in no doubt as to
the meaning or intent of the tender documents.
.2 If the Consultant and /or Owner should consider it necessary, a written addendum will be
sent to each tenderer. Neither Owner and /or Consultant will be responsible for any oral
instructions given tenderers, which have not been confirmed in writing.
.3 Changes to tender documents communicated to tenderers in the form of a written
addendum, are to be considered as an integral part of the tender documents.
.4 No addenda will be issued 48 hours before the time of closing of the bidding period.
.9 INFORMAL
.1 Tender forms which are incomplete, conditional, or obscure, or which contain additions ,
not called for, erasures, alterations or irregularities of any kind, may be rejected as
informal.
.2 All blanks must be legibly and properly filled in or tender may be declared "informal ".
.3 The Owner reserves the right to waive any and all informalities as may suit his interests.
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
V NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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I INSTRUCTIONS TO BIDDERS 00200
.10 ACCEPTANCE OR REJECTION OF TENDERS
.1 A Tender is accepted by the Owner and a Contract is made thereby between the Owner
and Tenderer only when a Contract Agreement is executed by the Owner and the
I Tenderer.
.2 The Owner will not be responsible for any liabilities, costs, expenses, loss, or damages
I incurred, sustained or suffered by the Tenderer prior to, or non - acceptance of a Tender.
.3 The Owner reserves the right to reject any or all Tenders and to waive formalities as the
interests of the Owner may require, and the lowest or any Tender will not necessarily be
I accepted.
.4 The lowest or any Bid will not necessarily be accepted. The Owner reserves the right to
reject any or all bids, or to award the Contract to other than the bidder submitting the
I lowest Bid, as in its' opinion may be for the best interest of the Owner.
:5 Instances where an invited bid shall be rejected as unacceptable are:
1 .1 Incomplete bids (all items put to tender are not bid).
.2 Bids are not properly signed and dated.
1 .3 Bids offered or received after the specified closing time.*
I .4 Bids that contain restrictions placed on the goods or services, by the vendor.
.5 Bids completed in pencil, rather than typed or written in ink.
1 .6 Bids withdrawn by the vendor or his agent. **
.7 Bids with calculations not completed as per instructions.
1 .8 Bids completed on forms other than those supplied in the tender documents.
.9 Bids submitted without the required documentation attached or completed, ie.
I Insurance, bonding, etc.
.10 Bids that do not include samples (if requested).
1 .11 Bids where the bidder did not attend a mandatory site meeting.
.12 Bids where goods or services do not comply with called for specifications.
I *Bids received after the designated closing time and date specified, will be
returned to the vendor unopened.
I * *Bids may be withdrawn verbally, prior to the closing time /date; and in writing, to
the Manager of Financial Services, after submission, by the authorized agent of
the firm submitting the bid.
I No electronically submitted bids (ie. email or facsimile) will be accepted.
I NA Engineering Associates Inc. LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
V NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
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INSTRUCTIONS TO BIDDERS 00200
.11 PROJECT CONTACTS
.1 All matters regarding this project are to be directed in writing to;
9 9 p l g
.2 Consultant: I
NA Engineering Associates Inc.
933 Queen Street
Kincardine, Ontario
N2Z 2Y2 I
Jim Culliton - Phone (519) 432 -0000 Fax: (519) 432 -1313
Michael Laker - Phone (519) 396 -1000 Fax: (519) 396 -1010
.3 Contractor must provide two (2) contacts for 24 hour emergency service. Contact
information to include personnel names, pager numbers and cellular phone numbers.
PART 2: MATERIALS
.1 Not applicable.
PART 3: EXECUTION
.1 Not applicable.
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NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
V "', NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
1 NA Engineering Associates Inc Project Number: 12 -4020
SUBMIT TO: MUNICIPALITY OF KINCARDINE
1475 Concession 5
Kincardine, Ontario
' N2Z 2X6
Attention: Gagan Sandhu
' Sealed tenders will be received not later than:
12:00:00 PM, Local Time, Friday, April 26 2013
We, the undersigned
of the City of have examined the
tender documents for the KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
including: Addenda No. dated
' Addenda No. dated
Addenda No. dated
' Addenda No. dated
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
' 727 Queen Street
Kincardine, Ontario
' N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
' We will supply the necessary materials and services at the costs listed below to complete the
scope of work outlined in the said documents.
The total contract price is made up of the following prices:
STIPULATED CONTRACT PRICE (including allowances) $
H.S.T. (13% OF CONTRACT PRICE) $
TOTAL STIPULATED CONTRACT PRICE (including HST) $
t
' NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
' NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
1 TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
1 727 Queen Street
Kincardine, Ontario
' N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
ALLOWANCES
1.0 PROCEDURE
1 .1 The express intent of this tender is that all Cash Allowances shall be carried by
the Contractor, not by individual subcontractors. The Contractor shall include in
1 his Tender all Cash Allowances called for in this Section.
.2 No expenditure against Cash Allowances shall be made or incurred except as
instructed by the Consultant in writing.
1 .3 Mark up for the Contractor's expense and profit will be allowed where individual
specific purpose Cash Allowances are exceeded.
1 .4 The amounts listed are deemed to be all inclusive but not to include Value Added
Taxes (H.S.T.).
2.0 CASH ALLOWANCES
.1 Include in Stipulated Contract Price the following specific Cash Allowances to be
1 expended in whole or in part only as directed by the Consultant.
.1 45 sheets of 4' -0" x 8' -0" x 1/2" plywood to $
1 replace deteriorated or damaged material.
Price to including fastening, clips, etc., as required.
.2 5 sheets of 4' -0" x 8' -0" x 3/4" plywood to $
' replace deteriorated or damaged material.
Price to including fastening, clips, etc., as required.
Total Allowances to be carried in the Stipulated $
Contract Price:
1
1
' NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
® NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
1
' TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
1 727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
UNIT PRICES
I The following unit prices are required to be entered and filled out in full by the Bidder. Unit prices as
provided will be used for both additions and deletions to the Contract Price, for changes to the scope of
work.
Item # Description of Unit Price Unit Cost ($)
Supply and install plywood (4' -0" x 8' -0" x 1/2 "), per sheet (sloped
' A roof) to replace deteriorated or damaged material. Price to
including fastening, clips, etc., as required.
Supply and install plywood (4' -0" x 8' -0" x 3/4 "), per sheet (flat roof)
B to replace deteriorated or damaged material. Price to including
fastening, clips, etc., as required.
1
1
1
1
1
1
' NA Engineering Associates Inc.
www.naeng.com KINCARDINE LIBRARY ROOF, GUARDRAIL
AND HVAC PROJECT
T` NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
' 727 Queen Street
Kincardine, Ontario
' N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
The Stipulated Contract Price includes the cost of 50% Performance Bond and 50% Labour and
Material Bond, all Permits, Insurance Premiums and all taxes on products and equipment.
1
(Dollars)
1 Including all applicable taxes as noted (including H.S.T.)
Harmonized Sales Tax (H.S.T.): $
1
1
1
1
1
' NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
The Owner reserves the right to accept or reject all or any part of this Tender and not
necessarily accept the lowest or any of the prices submitted.
Declarations:
1 We hereby declare that: We agree to perform the work and attain Substantial Performance
on /or before June 28 2013.
No person, firm, or corporation other than the undersigned has any interest in this Tender or in
1 the proposed contract for which this tender is made.
This Tender is open to acceptance for a period of thirty (30) days from the date of the closing.
1
1
Name and Title (please type or print in block letters)
1
Signature
1
1
1
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
'` NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
1
TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
1 727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
Signed, sealed and submitted for and on behalf of:
Company:
(Name)
1
(Street Address or Postal Box Number)
1
(City, Province & Postal Code) (Apply Seal Above)
(Telephone) (Facsimile Number)
1 Signature:
Name & Title:
(Please print or type)
Witness:
Dated at this day of , 2013
1
1 NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
www.naeng.com AND HVAC PROJECT
NA Engineering Associates Inc. Project: 12 -4020
Rev: 1
1
1 TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
The following is a listing of the sub - contractors to be employed on the work described above
which, are identified below naming each subcontractor to be used in making up this Tender and
stating the portion of work allocated to each.
Subcontractor Portion of Work Telephone No.
J.C. Welding Brockton Ltd. Guardrails and Structural 519 - 881 -1047
1028 Bruce Road 3, Walkerton ON Steel
Contact - Don Bannerman
Ken Robinson Refrigeration Inc. Mechanical 519 - 271 -7099
' 90 Dunlop Place, Stratford ON
Contact - Ross McPherson
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NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
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NA Engineering Associates Inc. Project: 12 -4020
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TENDER FORM 00300
TENDER FOR: KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
727 Queen Street
Kincardine, Ontario
N2Z 1Z9
Municipality of Kincardine Project Number: 2012 -09
NA Engineering Associates Inc Project Number: 12 -4020
Note:
1 Bonding Companies may submit the Agreement to Bond on their standard forms provided they
conform to the form below.
AGREEMENT TO BOND
We, the undersigned, hereby agree to become bound as Surety for:
1
in a Performance Bond totaling Fifty Per Cent (50 %) of the contract amount and in a Labour and
Materials Payment Bond totaling Fifty Per Cent (50 %) of the contract amount and conforming to
the Instruments of the Contract attached hereto, for the full and due performance and
maintenance of the works shown and described herein, if the Contract for:
1 KINCARDINE LIBRARY ROOF, GUARDRAIL AND HVAC PROJECT
ed b
Is accepted by the Owner.
It is a condition of this Agreement that if the above mentioned Contract is accepted, application
for a Performance Bond and a Labour and Materials Payment Bond must be made to the
undersigned within thirty (30) days of the execution of the contract related thereto, otherwise
this Agreement shall be null and void.
DATED this day of , 2013
1
Name of Bonding Company
1 Attorney -in -fact
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NA Engineering Associates Inc. Project: 12 -4020
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GENERAL CONDITIONS 01000
' PART 1: GENERAL
.1 GENERAL
.2 CODES, STANDARDS AND PERMITS
.3 SPECIFICATION FORMAT
.4 EXECUTION AND COMPLETION OF THE WORK
1 .5 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
.6 SIGNAGE AND BARRIERS
.7 PROPERTY AND PERSONS
.8 COORDINATION
.9 TIME OF COMPLETION
.10 TAXES
.11 FEES, PERMITS, CERTIFICATES
' .12 CHANGES IN WORK
.13 INSURANCE
1 .14 INDEMNIFICATION
' .15 WORKPLACE SAFETY INFORMATION BOARD STANDING
.16 PAYMENTS
' .17 RELEASE OF HOLDBACK
.18 DOCUMENTS
.19 ASBESTOS DISCOVERY
.20 TERMINATION:
.21 BONDS:
' PART 2: PRODUCTS
.1 NOT APPLICABLE
NA Engineering Associates Inc 4 KINCARDINE LIBRARY ROOF, GUARDRAIL
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NA Engineering Associates Inc. Project: 12 -4020
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GENERAL CONDITIONS 01000 1
PART 3: EXECUTION
.1 NOT APPLICABLE 1
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NA Engineering Associates Inc. k KINCARDINE LIBRARY ROOF, GUARDRAIL
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NA Engineering Associates Inc. Project: 12 -4020
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I GENERAL CONDITIONS 01000
I PART 1: GENERAL
.1 GENERAL
I .1 All Sections of Divisions 0 to 16 inclusive form part of this Specification and shall be read
to determine their effect upon the work of this Section.
I
.2 CODES. STANDARDS AND PERMITS
1 .1 Perform work in accordance with the Ontario Building Code, latest edition, and any other
code of provincial or local application provided that in any case of conflict or discrepancy,
the more stringent requirements shall apply.
I .2 Abide by all the requirements of the Municipal Building By -laws and other amendments
thereto. Give all notices, conduct all tests and inspections, apply for / obtain all permits,
I and pay all resulting charges.
.3 Meet or exceed requirements of specified standards, codes and referenced documents.
I .4 Delegation of responsibility of any of the above to Subcontractors does not relieve the
Contractor of the full responsibilities for observance of the above. Compliance with all
such laws and regulations shall be considered part of the Contract.
I .3 SPECIFICATION FORMAT
1 .1 Conform to all Divisions and all parts of all Divisions of these Documents.
.2 Notes on the drawing augment the Specifications.
1 .3 Imperative Sentences:
.1 The Specifications are directed at the Contractor. Sentences written in the
1 imperative mood apply to the Contractor.
.4 Supply means:
I .1 Deliver to the Site and place as directed by the Contractor or the Section
required to install at grade or otherwise as agreed upon.
1 .5 Install means:
.1 Accommodate in the work, receive, store, uncrate, assemble, adjust, trim and fit
as necessary, locate as per the documents as adjusted by the Consultant, affix to
1 the work and connect to services as per manufacturer's instructions and as
required by the documents in conformance with shop drawings and as required
for full operation or service and make final trimming and adjustment, test, clear,
I make fully operational, provide operating and reference data and warranty and
demonstrate use to the Owner.
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
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GENERAL CONDITIONS 01000
.6 Provide means supply and install.
.7 Not in the Contract:
.1 The use of the initials "NIC" or the words "Not In Contract ", "By Owner" or "By
Another Contractor" refers to something shown or specified that shall not be
included in the Contract.
.8 Number: 1
.1 In all cases where a device or part thereof is referred to in the Specifications in
the singular number it is intended that such reference shall apply to as many
such devices as are required to complete the installation. The word "all ", whether
used or not, is intended to apply to all products and cases mentioned in the
specifications, unless the context clearly and specifically provides otherwise.
.9 Authority of the Consultant: 1
.1 Wherever the words "approved ", "satisfactory", "directed ", "permitted ", inspected ",
"instructed ", "required ", "submit ", "ordered" or similar words or phrases are used
in the Contract documents, it shall be understood, unless the context provides
otherwise, that "by the Consultant" follow.
.4 EXECUTION AND COMPLETION OF THE WORK
.1 Commence no work on site until written directed by the Owner is provided. '
.2 Be prepared to commence the work in accordance with the schedule unless otherwise
stated, and complete the work in the most expeditious time possible.
.3 The progress of the work shall be carried forward with all possible haste until completion
and acceptance by the Consultant and Owner. Continue full scale operations throughout.
.4 It is the responsibility of the Contractor to thoroughly review the Drawing and
Specifications and ensure that all the work shown is performed as part of the Contract.
.5 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
.1 Installation /Removal: '
.1 Provide temporary controls in order to execute work expeditiously.
.2 Remove from site all such work after use. 1
.2 Sanitary Facilities and Water Supply:
.1 The Contractor will be responsible to provide their own sanitary facilities.
.2 Maintain in clean condition.
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
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I GENERAL CONDITIONS 01000
.3 Owner will provide and pay for supply of potable water for construction use.
1 .4 Contractor to arrange for connection with appropriate utility company and pay all
costs for installation, maintenance and removal.
1 .3 Temporary Power and Light
.1 Contractor will provide and pay for temporary power during construction for
1 temporary lighting and operating of power tools.
.4 Fire Protection:
I .1 Provide and maintain temporary fire protection equipment during performance of
the work as required by insurance companies having jurisdiction and governing
codes, regulations and by -laws.
I .2 The Contractor and their employees must familiarize themselves with the facility
layout, fire exits, pull stations, fire extinguisher locations and the facility fire
evacuation procedures. The Contractor will observe all fire alarms and is
1 expected to evacuate the facility when the fire alarm is activated.
.3 The Contractor is required to provide and maintain fire extinguishers for the
I duration of the Work.
4 Open fires and burning of rubbish or debris are not permitted on site.
1 .5 Temporary Telephone /Facsimile:
.1 The Contractor is responsible to provide their own site telephone.
1 .6 Equipment/Tool /Materials Storage:
.1 Provide and maintain, in a clean and orderly condition, lockable weatherproof
I sheds for storage of tools, equipment and materials in coordination with the
Owner's requirements.
.2 Locate materials not required to be stored in weatherproof sheds on site in a
I manner to cause least interference with work activities.
.3 Provide adequate first aid facilities.
I .4 The Contractor is responsible to secure their own equipment, tools, and
materials.
1 .7 Refer to the drawings and specifications for other requirements.
.6 SIGNAGE AND BARRIERS
'' .1 Contractor shall erect construction si na a and barriers in locations of work. Si na a to
9 9 9 9
indicate "Construction is in Progress - Sorry for the Inconvenience ". Signs are to be
I professional quality and are to be securely fastened.
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
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GENERAL CONDITIONS 01000 1
.7 PROPERTY AND PERSONS
.1 Provide necessary methods, materials, and n r m
ry , a d to ensure a that no damage or
harm to work, materials, property, and persons results from the work of this project.
.2 Protect building from damage by water and exposure to weather and if damaged, make
good to match in all details. Remove water, snow and ice immediately from interior of
building following proper regulations and procedures.
.3 Protect adjacent materials from damage and, if damaged, make good to match in all
details. Re -sod and replant damaged lawns and plantings to the original condition.
.4 Keep surfaces, on which finished materials will be applied, free from grease, oil, and 1
other contamination which would be detrimental in any way to the application and
effectiveness of the finish
.5 Protect surfaces of completed work exposed to view from staining, disfigurement, and all
other damage by restriction of access or by use of physical means suitable to the
material and surface location. Establish with each Subcontractor the suitability of such
protection in each case.
.6 Execute work with the least amount of interference possible to normal use of the
premises. 1
.7 Where security is reduced by work provide temporary means to maintain security.
Maintain a proper fence around work and storage areas.
.8 On completion of work, restore any affected building areas or other property damaged by
result of work, to conditions found before commencement of the Contract Period, except
for items permanently altered by the terms of this Contract.
.9 The existing exit at the west elevation is designated as a barrier free entrance. This
entrance must remain accessible at all times during construction. Furthermore all access
doors are to remain accessible during construction. 1
.8 COORDINATION
.1 Study all documents that describe, or are related to any operation before commencement
of that operation. Report discrepancies discovered between existing conditions and
documentation. Obtain ruling on required interpretation before commencing the work.
.2 Ensure that material, equipment, services, and operatives are brought to the site in
sufficient quantity and in accordance with requirements of the work schedule.
.9 TIME OF COMPLETION
.1 The successful bidder is expected to be able to commence work within ten (10) days
p ( ) s Y
upon notification of acceptance of Tender, and complete the work within thirty (30)
working days. 1
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NA Engineering Associates Inc. Project: 12 -4020
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1 GENERAL CONDITIONS 01000
.2 Completing this job in a timely fashion is of utmost importance to the Owner. The
I Contractor is expected to staff the project to prevent unnecessary delays in completion.
Work must be completed on / or before June 28 2013.
I .3 It is imperative that some areas of the material installation are completed in a timely and
reasonable manner. In the event of significant delays, the Owner / Consultant may
request that the Contractor work weekends. The Owner / Consultant intend to provide
adequate notice of any conditions which may result in the need for weekend work.
I .4 In the event of delay caused by strikes, on the part of the workmen employed, or by any
act of the Owner, or from such other cause as, in the opinion of the Consultant, the
Contractor cannot reasonably be held responsible for, or in the event of extra or
I additional work being ordered by the Consultant, the Consultant may allow such
additional time for completion as he may deem fair and reasonable, providing the
Contractor applies in writing for an extension of time at the time such delay occurs, or
I such extra or additional work is ordered, and satisfies the Consultant that he is justly
entitled to a further time allowance.
.5 In a form acceptable to the Consultant, provide within seven (7) working days after
1 Contract award, schedule showing dates for:
.1 Commencement and completion of the project.
1 .2 Final completion date within time period required by Contract Documents.
.6 Interim reviews of work progress based on the work schedule will be conducted as
I decided by the Consultant and the schedule updated by the Contractor in conjunction
with and to the approval of the Consultant.
I .10 TAXES
.1 Pay all applicable taxes levied by law (including Federal, Provincial, and Municipal)
1 promptly.
.2 The Harmonized Sales Tax (HST) is NOT to be considered an applicable tax for the
purposes of this bid. The bidder shall therefore include separately any amount in the bid
I price for the said HST. In the event the HST does apply, the successful Contractor will
indicate on each application for payment, as a separate amount, the appropriate HST the
Owner is legally obliged to pay. The Contractor's HST registration number must be
I shown on all invoices. This amount will be paid to the Contractor in addition to the
amount certified for payment under the contract and will therefore not affect the contract
price.
t .11 FEES, PERMITS, CERTIFICATES
t .1 Pay all fees and obtain all permits. Provide Authorities with plans and information for
acceptance certificates. Furnish inspection certificates as evidence that work conforms
to requirements of Authorities having jurisdiction.
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GENERAL CONDITIONS 01000 1
.12 CHANGES IN WORK
.1 Any changes to the scope of work are to be confirmed by the Consultant and Contract
Y 9 p Y
value changes approved, prior to start of said work.
.2 The cost of any additional work to the Owner shall be the actual cost of the work plus ten
percent (10 %) profit.
.13 INSURANCE 1
.1 The Contractor shall take out and maintain, during the life of the Contract, such
Commercial General Liability and property damage insurance (construed as including
Contractors Contingent or Protective Insurance) as shall protect him against claims for
damages which may arise from operations under the Contract; whether such operations
be by anyone directly or indirectly employed by him.
.2 All insurance shall be carried with insurance companies authorized to do business in the
Province of Ontario. 1
.3 The Contractor shall be required to submit evidence of required insurance coverage,
confirming the required coverage and policy's expiration date on attached Certificate of
Insurance.
.4 Commercial General Liability Insurance
.1 The policy shall name the Owner and the Consultant as additional insurers with 1
limits of not Tess than two million dollars inclusive per occurrence for bodily injury,
death, and damage to property including Toss of use thereof, with a Property
damage deductible of not more than $2,500.00. The form of this insurance shall
be the latest edition of IBC 2100 or its equivalency and shall be maintained
continuously from commencement of the work until the date of the Final
Certificate of Completion of the work and with respect to completed operations
coverage for a period of not less than twenty four (24) months from the date of
Final Certificate of Completion or work. Should the Contractor decide to employ
sub- contractors for operations requiring the use of explosives for blasting, or pile
driving, or caisson work, or removal of weakening of support of property, building
or land the XCU exclusion shall be removed.
.5 Non Owned Automobile Liability Policy
.1 Minimum Limits of Liability $2,000,000 and coverage must be extended to
include vehicles hired under Contract.
.6 The All Risks Property Insurance 1
.1 Shall be in the joint names of the Contractor, and the City, shall have a limit of
liability of not less than 100 percent of the value of the Contract. The form of this
insurance shall be the latest edition of IBC Broad Form Builders Risk and/ or
installation floater shall be maintained continuously until ten (10) days after the
Final Certificate of Completion.
NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
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NA Engineering Associates Inc. Project: 12 -4020
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I GENERAL CONDITIONS 01000
.7 Standard Owners Automobile Liability Insurance
1 .1 In respect of licensed vehicles owned, operated or hired shall have limits of not
less than two million dollars.
1 .14 INDEMNIFICATION
I . 1 The Contractor shall indemnify and save and hold harmless the Owner and its employees
from all actions, suites, claims and demands whatsoever which may arise directly or
indirectly how so ever caused, save and except for damage caused by negligence of the
1 Owner or its employees.
.2 The Owner shall indemnify and hold harmless the Contractor, his agents and employees
from and against claims, demands, losses, costs, damages, actions, suits or proceedings
I arising out the Contractor's performance of the Contract which are attributable to a lack of
or defect in title or an alleged lack of or defect in title to the Place of Work.
1 .15 WORKPLACE SAFETY INFORMATION BOARD STANDING
I . 1 Prior to commencing the work, throughout the total performance of the work and prior to
receiving final payment, the Contractor shall provide evidence of good standing with
Workplace Safety Information Board of Ontario.
1 .16 PAYMENTS
1 .1 The Payment Request is to be addressed to the Owner as;
.1 Municipality of Kincardine, 1475 Concession 5, Kincardine, Ontario N2Z 2X6 -
Project Number 2012 -09.
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.2 and shall include the original invoices and the Contractor's HST registration
number.
1 .2 The Owner will provide all correspondence to NA Engineering Associates Inc., for
approval and certification of payment.
I .3 Invoices are to be submitted for KINCARDINE LIBRARY ROOF REPLACEMENT
PROJECT where installation of the materials have been completed in full and must
include the following documentation:
1 .1 Original Invoice
.2 W.S.I.B. Certificate of Clearance
1 .3 Contractor Warranty
.4 Product / Material Warranty
I .5 HST Registration Number
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GENERAL CONDITIONS 01000
.4 Upon completion and final inspection of the contracted work by the Owner and
Consultant, the Contractor shall submit in addition to their claim for payment, the
following documentation:
.1 A statement of Work Place Safety Information Boards current standings.
.2 Statutory Declaration to the fact that all lawful obligations and lawful claims
against then, arising out of the execution of the work have been discharged and
satisfied. 1
.3 Warranties as required and outlined within the specifications.
.4 The Owner reserves the right to request additional documentation to support the
request for payment.
.17 RELEASE OF HOLDBACK
.1 Application for release of holdback monies shall be made on the day following the
expiration of the statutory limitation period stipulated in the lien legislation applicable to
the place of work.
.2 The Consultant, upon application by the Contractor, may issue a certificate for such
release of holdback provided that no liens have been registered against the property in
relation to this work.
.18 DOCUMENTS
.1 Keep one (1) copy of specifications, contract documents, and shop drawings on the site
at all times.
.19 ASBESTOS DISCOVERY
.1 If during alteration or work existing asbestos material is discovered (eg. Fireproofing,
acoustic or thermal insulation, pipe or tank covering) stop work and immediately notify
Consultant. Do not remove any existing material containing asbestos fibres.
.20 TERMINATION:
.1 The Owner reserves the right to cancel this agreement upon any violation of this
agreement or the quality of work and /or performance of equipment.
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GENERAL CONDITIONS 01000
.21 BONDS:
. 1 Performance Bond:
. 1 The Tenderer agrees that he will furnish a contract performance bond in the
amount of 50% of the total tender price. Such performance bond shall guarantee
faithful performance of the Contract during the period of the Contract, including
I the period of guaranteed maintenance.
and Materials Payment Bond:
.1 This contract will require 50% Labour and Material Payment Bond.
.3 Agreement to Bond
.1 The tenderer shall include with his tender the Agreement to Bond in the form
enclosed herewith. Executed under its corporate seal by the surety company
from which he proposed to obtain the bond.
PART 2: PRODUCTS
.1 Not applicable.
PART 3: EXECUTION
.1 Not applicable.
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SCOPE OF WORK 01010 1
PART 1: GENERAL 1
.1 SCOPE OF PROJECT 1
PART 2: PRODUCTS 1
.1 NOT APPLICABLE
PART 3: EXECUTION 1
.1 NOT APPLICABLE 1
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NA Engineering Associates Inc. KINCARDINE LIBRARY ROOF, GUARDRAIL
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SCOPE OF WORK 01010
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PART 1: GENERAL
I
.1 SCOPE OF PROJECT
.1 The site is located at the Kincardine Library at 727 Queen Street, Kincardine, Ontario
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N2Z 1Z9.
I .2 This section shall be read in conjunction with Specifications Sections 01000 - General
Conditions, 02070 - Selective Demolition, 04210 - Masonry Restoration, 06100 - Rough
Carpentry, 07312 - Asphalt Shingles, and 07510 - Built -up Roofing.
1 .3 These specifications shall be read in conjunction with associated drawings, attached to
this tender package.
I .4 Contractor shall remove and dispose of existing roof top units and existing mechanical
curbs. Contractor shall supply and install all new roof top units, mechanical curbs,
controls, exhaust fans, ductwork, and rework of existing ductwork as required. All
I mechanical equipment shall be supplied and installed in strict accordance with attached
drawings. Specifications and design standards for these items are indicated on the
attached drawings.
I .5 Contractor shall supply and install all required structural framing to permit the installation
of the new roof top unit and removal of the existing roof top unit. All structural work shall
be supplied and installed in strict accordance with attached drawings. Specifications and
I design standards for these items are indicated on the attached drawings.
6 Contractor shall remove and dispose of existing access ladder in location indicated on
the drawings. Supply and install new guardrails at flat roof surface, in strict accordance
I with attached drawings. Specifications and design standards for these items are
indicated on the attached drawings.
.7 Remove existing roof system(s) and prepare structure to receive new system complete
I with all required accessories. Work consists of removing and disposing of the existing
roof system on the buildings to specific limits indicated on the Drawings and as required
by the Work. Remove resultant debris from the Site. Perform all demolition, included in
I the contract, whether noted or implied to facilitate the Work in its final form.
8 Existing roof systems as per construction drawings for addition, dated September 25'
1992;
1 .1 Flat Roof:
.1 12" (300mm) wood I- joists.
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.2 3/4" (19mm) plywood deck.
I .3 6mil poly vapour barrier.
.4 Sloped roof insulation (min. 3" (75mm)).
1 .5 Single ply, loose -laid ballasted Sarnafil PVC membrane.
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SCOPE OF WORK 01010
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.6 15 — 20 Ibs /ft 1" —1 1/2" river round washed stone.
.2 Sloped Roofs: 1
.1 Wood roof trusses with R-40 batt insulation at bottom chord. I
.2 1/2" (13mm) plywood deck.
.3 Ice and water felt paper. 1
.4 Asphalt shingles.
.9 At the flat roof, supply and install new, built -up roofing system in strict accordance with
plans and specifications provided by the Consultant. All work should be undertaken in
accordance with material suppliers' installation instructions and industry standards.
Where discrepancies exist, the Contractor should notify the Consultant immediately.
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.1 New roof systems at main roof surface to be installed include the following
systems;
.1 Existing wood structure to remain. 1
.2 Existing 3/4" (19mm) plywood deck to remain. Where existing plywood
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deck is damaged, defective and / or wet, remove and replace existing
plywood deck with new.
.3 Kraft / asphalt vapour barrier (mopped adhered and sealed at seams).
.4 One layer of 2 1/2" (64mm) thick polyisocyanurate insulation adhered
with a solid mopping of Type II, roofing asphalt.
.5 Tapered polyisocyanurate insulation, adhered with a solid mopping of I
Type II, roofing asphalt (locations as indicated on drawings).
.6 1/2" (25mm) fibreboard insulation adhered with a solid mopping of Type
II, roofing asphalt.
.7 Five ply roofing membrane (one ply, #15 organic felt installed under four
(4) ply, Type IV, built -up roofing membrane) (mopped adhered).
.8 Two (2) ply, modified bitumen membrane flashings (mopped applied
1 base and cap).
.9 3/8" (9 mm) to 3/4" (19 mm) pea gravel surfacing (embedded in full
mopping).
.10 Install sheet metal flashings at locations indicated on the attached
drawings.
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I SCOPE OF WORK 01010
.2 New roof systems at top of the sloped roof surfaces to be installed include the
1 following systems;
.1 Existing wood structure to remain.
I .2 Existing 3/4" (19mm) plywood deck to remain. Where existing plywood
deck is damaged, defective and / or wet, remove and replace existing
plywood deck with new.
' 1 .3 Kraft / asphalt vapour barrier (mopped adhered and sealed at seams).
.4 Tapered polyisocyanurate insulation, adhered with a solid mopping of
1 Type II, roofing asphalt (locations as indicated on drawings).
.5 Five ply roofing membrane (one ply, #15 organic felt installed under four
I (4) ply, Type IV, built -up roofing membrane) (mopped adhered).
.6 Two (2) ply, modified bitumen membrane flashings (mopped applied
base and cap).
I ' .7 3/8" (9 mm) to 3/4" (19 mm) pea gravel surfacing (embedded in full
mopping).
' .8 Install sheet metal flashings at locations indicated on the attached
drawings.
I .10 At sloped roof, supply and install new, asphalt roofing system in strict accordance with
plans and specifications provided by the Consultant. All work should be undertaken in
accordance with material suppliers' installation instructions and industry standards.
Where discrepancies exist, the Contractor should notify the Consultant immediately.
I .1 New roof systems to be installed include the following systems;
I . 1 Existing wood structure to remain.
.2 Existing 1/2" (13mm) plywood deck to remain. Where existing plywood
deck is damaged, defective and / or wet, remove and replace existing
1 plywood deck with new.
.3 Installation of a self- adhered membrane and sheet metal flashings at the
valleys, base of the walls and eaves (6' -0" wide).
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.4 Installation of #30 felt underlayment over the entire roof not already
covered with self- adhered membrane,
1 .5 Installation of two -piece laminated fiber glass -based shingles (30 year).
.11 During construction if areas of the existing plywood installed over the structural roof
I framing are found to be in poor condition; remove completely the affected area and install
new plywood, prior to installing the new roof system. Contractor shall carry the cost for
the replacement of 45 sheets of 4' -0" x 8' -0" x 1/2" and 5 sheets of 4' -0" x 8' -0" x 3/4"
I plywood. The Contractor shall provide written documentation to the Owner / Consultant
on locations and amount of plywood installed. Additional sheets of plywood needed for
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SCOPE OF WORK 01010
this project will be approved by the Owner / Consultant, based on the Unit Price indicated
under Section 00300.
.12 If areas of the existing supporting structure are found to be in poor condition during the
removal of the existing roofing system or installation of the new roofing system, contact
the Consultant for further direction.
.13 Remove and discard existing sheet metal flashings and supply and install new sheet
metal counter-flashings at valleys, base of walls, eaves, fascia, perimeters, walls,
parapets and curbs, etc., as required and directed.
.14 Remove and reinstall roof accessories and mechanical equipment, etc., to facilitate
installation of new roof system. Install new roof vents as indicated on the attached
drawings.
.15 Supply and install retrofit roof drains specified. Hook -up and work below deck shall not
be required.
.16 Remove and dispose of chimneys and portion of roofing system as indicated on
drawings. Work shall be completed in accordance with Sections 02070 - Selective
Demolition and 04210 - Masonry Restorations. Perform roof deck repairs at chimney
location in accordance with Section 06100 Rough Carpentry.
.17 Remove and dispose of existing eaves - troughs and downspouts.
.18 Install new eaves - troughs and downspouts in locations shown on drawings (match
existing size).
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.19 Supply and install all sealants at all locations to achieve watertight seals.
.20 Where metal flashings presently terminate in reglets, clean out and re -cut reglets as
required and directed. Cut new reglets one course of brick or block above existing reglet
provided that the new location does not interfere with the damp -proof courses. Extend
new membrane flashing and metal flashings to form new thresholds were applicable.
.21 Supply and install spun aluminum vent stack covers at all existing vent pipes. Extend
existing vent pipes as required to be a minimum height of 6" (150 mm) above the
completed membrane surface. Provide sufficient allowance for pipe expansion and
contraction.
.22 Supply and install new paint for existing decorative fence at top of sloped roofs, as well
as the existing wood soffit, fascia board and vent strip, as indicated on drawings.
.23 Carefully remove and dispose of existing skylight. Install new wood blocking and 1/2"
thick fiberboard insulation at existing curb, as directed and specified on drawings. Install
new skylight in accordance to manufacturer's recommendations and instructions.
Contractor shall verify existing curb size, prior to ordering new skylight. Standard of
acceptance for new skylight to be Model CU -FF -DE as manufactured by Artistic Skylight
Domes.
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SCOPE OF WORK 01010
.24 The Contractor is solely responsible for the disconnection, relocation, and re- installation
' of all existing mechanical and electrical services as required. Disconnection and re-
connection of all electrical services to meet the latest regulations of the Canadian
Electrical Code and applicable Municipal and Provincial Codes and Regulations. In each
and every instance of application, Code, Regulation, Statue, By -Law, or Specification, the
most stringent requirements shall apply.
.25 Electrical conduits and services may be fastened on the underside of the deck. Fasteners
' noted on the deck after the existing roof system has been removed should alert the
Contractor to this condition. It is the Contractor's responsibility to check that these are
not damaged during installation of the mechanical fasteners for the new roof curbs.
Damage to services caused by the Contractor during installation of the roof curbs will be
repaired by the Contractor at no cost to the Owner. Areas with electrical and mechanical
systems below the plywood deck will not receive fasteners. Contact Consultant for
further direction.
1 .26 Ensure the Owner is aware of any such work that may affect the interior environment of
the building prior to disconnection or shut down. Provide the Owner with a schedule
indicating time and dates for any work creating a disruption to the interior environment
1 and obtain the Owner's written approval.
.27 Mopping for all roofing work shall be completed with a smokeless kettle.
PART 2: PRODUCTS
1 .1 Not applicable.
' PART 3: EXECUTION
.1 Not applicable.
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SUBMITTAL PROCEDURES 01330
PART 1: GENERAL 1
.1 ADMINISTRATIVE
.2 SAMPLES
.3 SUBMITTALS 1
PART 2: PRODUCTS 1
.1 NOT APPLICABLE
PART 3: EXECUTION 1
.1 NOT APPLICABLE
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SUBMITTAL PROCEDURES 01330
PART 1: GENERAL
1
.1 ADMINISTRATIVE
.1 Submit with reasonable promptness and in an orderly sequence so as to not cause delay
in the work. Failure to submit in ample time is not considered sufficient reason for an
extension of contract time and no claim for extension by reason of such default will be
1 allowed.
.2 The Contractor shall allow the following review period by the Consultant for all submittals.
' This period shall commence on the date submittals are received by the Consultant:
.1 Five working days for all work requiring the review of only the Consultant.
.2 Ten working days for all reviews for all other submittals.
.3 At the Consultant's option, specific items for review of other items may be sent directly to
' them to speed the construction process. These concerns should be discussed with the
Consultants before the construction schedule is finalized.
.4 Work affected by the submittal shall not proceed until review is complete.
1 .5 Submittals not stamped, signed, dated and identified as to the specific project will be
returned without being examined and shall be considered rejected. No extension of the
' contract schedule will be permitted as a result of rejection of any submittal.
.6 Verify field measurements and coordinate with affected adjacent work.
.7 Contractor's responsibility for errors, omissions or deviations from requirements of
Contract Documents is not relieved by any review by the Consultant.
.8 Keep one reviewed copy of each submission on site at all times.
.2 SAMPLES
.1 Submit for review samples in duplicate as requested in respective specification sections.
Label samples as to origin and intended use in the work.
1 .2 Deliver samples prepaid to Consultant's business address.
.3 Notify the Consultant in writing, at the time of submission of deviations in samples from
1 requirements of Contract Documents.
.4 Make changes in samples, which the Consultant may require, consistent with Contract
1 Documents.
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SUBMITTAL PROCEDURES 01330 ,
.3 SUBMITTALS
.1 Shop Drawings and Product Data:
.1 Submit three (3) copies of shop drawings for requirements requested in
specification sections and as the Consultant may reasonably request.
.2 The term "shop drawings" means drawings, diagrams, illustrations, schedules,
performance charts, brochures and other data which are to be provided by
Contractor to illustrate details of a portion of Work.
.3 Indicate materials, methods of construction and other information necessary for
completion of Work.
.4 Allow five working days for Consultant's review of each submission.
.5 Adjustments made on shop drawings by Consultant are not intended to change
Contract Price. If adjustments affect value of Work, state such in writing to
Consultant prior to proceeding with Work.
.6 Make changes in shop drawings as Consultant may require, consistent with
Contract Documents. When resubmitting, notify Consultant in writing of any
revisions other than those requested.
.7 Submissions shall include:
.1 Date and revision dates. 1
.2 Project title and number.
.3 Name and address of: 1
.1 Subcontractor, supplier, and manufacturer.
.4 Details of appropriate portions of Work as applicable: 1
.1 Fabrication and standards.
.2 Layout, showing dimensions, including identified field
dimensions, and clearances.
.8 After Consultants review, distribute copies. 1
PART 2: PRODUCTS
.1 Not applicable.
1
PART 3: EXECUTION
.1 Not applicable.
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QUALITY CONTROL 01400
111 PART 1: GENERAL
.1 SECTION INCLUDES
.2 RELATED SECTIONS
.3 INSPECTION
.4 INDEPENDENT INSPECTION AGENCIES
1 .5 ACCESS TO WORK
' .6 PROCEDURES
.7 REJECTED WORK
.8 REPORTS
PART 2: MATERIALS
.1 NOT APPLICABLE
PART 3: EXECUTION
.1 NOT APPLICABLE
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QUALITY CONTROL 01400
PART 1: GENERAL
.1 SECTION INCLUDES
.1 Inspection and testing, administrative and enforcement requirements.
.2 RELATED SECTIONS
.1 Section 01600: Material and Equipment
.3 INSPECTION
.1 The Consultant shall be notified in the event that the specifications conflict with the
Manufacturer's recommendations.
.2 The Owner and the Consultant shall have access to the Work. If part of the Work is in
preparation at locations other than the Place of the Work, access shall be given to such
work whenever it is in progress.
.3 Give timely notice requesting inspection if Work is designated for special tests,
inspections or approvals by Consultant instructions, or the law of the Place of the Work.
.4 If the Contractor covers or permits to be covered Work that has been designated for '
special tests, inspections or approvals before such is made, uncover such Work, have
the inspections or tests satisfactorily completed and make good such Work.
.5 The Consultant may order any part of the Work to be examined if the Work is suspected
to be not in accordance with the Contract Documents. If, upon examination such work is
found not in accordance with the Contract Documents, correct such work and pay the
cost of examination and correction. If such Work is found in accordance with the Contract
Documents, the Owner shall pay the cost of examination and replacement.
.4 INDEPENDENT INSPECTION AGENCIES
.1 Inspection and testing of the roofing and associated work will be done by NA Engineering
Associates Inc. who had been appointed by the Owner. Notify the Consultant at least
forty -eight (48) hours before commencement of any roofing work.
.2 Costs shall be paid for by the Owner. 1
.3 Provide equipment required for executing inspection and testing by the appointed
agencies. '
.4 Employment of inspection /testing agencies does not relax the responsibility to perform
Work in accordance with the Contract Documents.
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QUALITY CONTROL 01400
.5 If defects are revealed during inspection and /or testing, the appointed agency will request
' additional inspection and /or testing to ascertain full degree of defect. Correct defect and
irregularities as advised by the Consultant at no cost to the Owner. Pay costs for re-
testing and re- inspection.
.5 ACCESS TO WORK
.1 Allow inspection /testing agencies access to the Work, off site manufacturing and
fabrication plants.
.2 Cooperate to provide reasonable facilities for such access.
.6 PROCEDURES
' .1 Notify the appropriate agency and Consultant in advance of the requirement for tests, in
order that attendance arrangements can be made.
.2 Submit samples and /or materials required for testing, as specifically requested in
specifications. Submit with reasonable promptness and in an orderly sequence so as not
' to cause delay in the Work.
.3 Provide labour and facilities to obtain and handle samples and materials on site. Provide
sufficient space to store and cure test samples.
' .7 REJECTED WORK
1 .1 Remove defective Work, whether the result of poor workmanship, use of defective
products or damage and whether incorporated in the Work or not, which has been
rejected by the Consultant as failing to conform to the Contract Documents. Replace or
' re- execute in accordance with the Contracts Documents.
.2 Make good other Contractor's work damaged by such removals or replacements
I promptly.
3 If in the opinion of the Consultant it is not expedient to correct defective Work or Work not
performed in accordance with the Contract Documents, the Owner may deduct from the
Contract Price the difference in value between the Work performed and that called for by
the Contract Documents, the amount of which shall be determined by the Consultant.
.8 REPORTS
.1 Submit copies of inspection and test reports to the Consultant.
.2 Provide copies to Subcontractor of work being inspected or tested.
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QUALITY CONTROL 01400 1
PART 2: MATERIALS
.1 Not applicable.
PART 3: EXECUTION 1
.1 Not applicable. 1
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SAFETY REQUIREMENTS 01545
PART 1: GENERAL
1 .1 SAFETY REGULATIONS
.2 TEMPORARY STAIRS, HOISTS, SWINGSTAGES, ETC.
.3 SAFETY REQUIREMENTS
.4 RESPONSIBILITIES
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PART 2: MATERIALS
1 .1 NOT APPLICABLE
1 PART 3: EXECUTION
.1 NOT APPLICABLE
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SAFETY REQUIREMENTS 01545
PART 1: GENERAL
.1 SAFETY REGULATIONS
.1 The Contractor shall comply with the latest edition and amending regulations of the
following documents, and in the case of conflicts between documents, the more stringent
rule shall apply: '
.1 The Occupational Health and Safety Act - Revised Statutes of Ontario, Revised
Regulation 851/90.
.2 Occupational Health and Safety Act Revise Statutes of Ontario 2006.
.3 Hazardous Projects Act and the Canada Labour Code, most recent edition.
.4 Occupational Health and Safety Regulation for Construction Projects, Revised
Statutes of Ontario, Regulation 213/91.
.5 Workplace Safety and Insurance Act, 1997.
.6 Ontario Building Code Act, Chapter 51 and Ontario Regulation 403/97
.7 Ontario Regulation 388/97 — Ontario Fire Code.
.8 Regulation 347 — Environmental Protection Act. 1
.9 Workplace Safety Information Board Regulation 1101 — First Aid Requirement.
.10 National Building Code 2005, Part 8: Safety Measures at Construction and '
Demolition Sites.
.11 Ensure that no part of the work is subjected to a Toad which will endanger its
safety or will cause permanent deformation.
.2 TEMPORARY STAIRS, HOISTS, SWINGSTAGES, ETC.
.1 Provide and maintain equipment such as ladders, scaffolds, chutes, safety rails, and the
like, as required for execution of the work.
.2 Construct and maintain scaffolding in rigid, secure, and safe manner. Erect scaffolding
independent of walls. Remove promptly when no longer required.
.3 Where such structures are of a complicated nature, employ the services of a Registered
Professional Engineer to design such scaffolding, framework, or other temporary
supports.
.4 Provide all necessary temporary barricades, fencing, guardrails, ni htli hts and barriers
rY p rY 9. 9 9 9 ,
as necessary to complete the work.
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I SAFETY REQUIREMENTS 01545
.3 SAFETY REQUIREMENTS
I . 1 The Contractor is required to conform with the latest edition of the Occupational Health
and Safety Act, and Regulations for Construction Projects and Industrial Establishments
I and any other applicable Safety Regulations relating to the performance of this project.
The Owner reserves the right to cancel this contract for the Contractor's failure to comply
with these and any other applicable safety regulations. A copy of all applicable
Regulations should be on the job site at all time.
I
.2 No work will be permitted unless the Contractor has on hand a complete set of unexpired
Materials Safety Data Sheets relating to the W.H.I.M.S. controlled products that are being
I used in the performance of this project. This information is expected to be produced
upon request.
.3 Comply with the requirements of the Workplace Hazardous Materials Information System
I (WHMIS) regarding the use, handling, storage, and disposal of hazardous materials, and
regarding labeling and the provision of material safety data sheets.
I .4 In addition to the requirements of the Occupational Health and Safety Act, and the
Regulations for Construction Projects, provide temporary safeguards and protection
against:
I . 1 Accident or injury to any workmen or other persons on the site, adjacent work
and property, roads, and walks.
.2 Damage to any part of the work and to any adjoining or adjacent structures,
I properties, pavements, walks, services, and other similar items by frost, weather,
overloading, and any other cause resulting from the execution of the work.
I .5 Should there be an accident/incident, the Contractor is responsible to notify the
appropriate authorities and submit all required reports and documentation. Provide a
copy of all reports and correspondence regarding the incident to both the Owner and the
Consultant.
' .6 Should there be a work refusal for Health and Safety concerns, the Contractor is required
to notify the Consultant and the Owner of the reason for the refusal, the actions taken
and the outcome.
I .7 Enforce the use of CSA approved hardhats and safety boots for all entering or working on
the construction site. Refuse admission to those refusing to conform to this regulation.
I .8 Provide and maintain adequate lighting where workmen or public may be subject to
hazards in the work area.
I .4 RESPONSIBILITIES
I . 1 Without limiting the generality of the provisions above, the Contractor shall be
responsible to ensure that:
I .1 the necessary steps are taken to protect the health and ensure the safety and
physical well -being of all its employees, agents, sub- contractors and sub-
contractors' employees working at the site;
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SAFETY REQUIREMENTS 01545
.2 any and all licenses and certificates required in connection with the work being
performed at the site are obtained and maintained for the entire duration of this
agreement;
.3 any and all notices, forms or other types of documentation required by any
federal, provincial and municipal authority or agency are prepared and submitted
to the appropriate authority or agency;
.4 any order or decision from any federal, provincial and municipal authority or
agency with respect to the work being performed at the site is complied with
immediately upon receipt thereof;
.5 sufficient and qualified manpower is supplied; 1
.6 adequate equipment, material and tools are supplied and maintained;
.7 all its employees, agents, subcontractors and subcontractor's employees working ,
at the site follow the present procedures;
.8 training, including but not limited to appropriate safety, WHMIS and first aid
training, fall protection are provided to all its employees, agents, subcontractors
and subcontractor's employees working at the site;
.9 competent supervision is provided for all its employees, agents, subcontractors
and subcontractor's employees working at the site;
.10 work is carried out in the manner described and with the appropriate protective
devices, measures and procedures established;
.11 new employees, agents or subcontractors are provided with timely notice of the
measures and procedures to follow for their protection while on the job site; 1
.12 protection of the public is maximized and inconvenience caused by the work is
minimized;
.13 the current WHMIS inventory is on site and kept current by the person in charge
of the site;
.14 first aid kits are available at the site; ,
.15 any employee injured receives the necessary medical attention required to
ensure a speedy, safe return to gainful employment;
.16 if an accident occurs, appropriate reports are prepared and submitted to the
appropriate provincial authority;
.17 accidents are thoroughly investigated;
.18 the Consultant is notified of all safety inspections or any direction to comply, as
soon as possible after any occurrence;
.19 a copy of the provincial ministry of labour or inspector's report is submitted to the
Consultant's attention for any follow -up as required.
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SAFETY REQUIREMENTS 01545
.2 Contractor's worker's responsibilities include:
1 .1 knowing and following the Health and Safety Program;
.2 using or wearing the equipment, protective devices or clothing that is required to
be used or worn;
.3 checking all equipment and tools prior to using them;
1 .4 reporting to their supervisor any hazards, defects in equipment, devices and /or
breaches of health and safety legislation;
1 .5 avoiding "horseplay" that could result in an accident;
.6 abiding by all applicable federal and provincial occupational health and safety
acts and regulations;
.7 abiding by all site rules and regulations imposed by an owner, manager, general
contractor or industrial establishment.
1 .3 If the Contractor encounters toxic or hazardous substances or materials, the Contractor
shall take all reasonable steps to ensure that no person suffers injury, sickness or death
and that no property is damaged or destroyed as a result of exposure to or the presence
of the substances or material and shall immediately report its findings to Consultant by
telephone or fax and confirm same in writing.
.4 The responsibilities herein are in addition to, and not in place of, the responsibilities set
out in all applicable legislation, including but not limited to the applicable occupational
health and safety and workers' compensation legislation. The Contractor agrees to make
itself and its employees, agents, subcontractors and subcontractor's employees aware of
1 their obligations pursuant to such legislation.
PART 2: MATERIALS
.1 Not applicable.
PART 3: EXECUTION
.1 Not applicable.
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MATERIAL AND EQUIPMENT 01600
PART 1: GENERAL
.1 REFERENCE STANDARDS 1
.2 QUALITY ASSURANCE
.3 AVAILABILITY 1
.4 STORAGE, HANDLING AND PROTECTION
.5 TRANSPORTATION 1
.6 MANUFACTURER'S INSTRUCTIONS
.7 WORKMANSHIP
.8 COORDINATION
.9 LOCATION OF FIXTURES
.10 FASTENINGS 1
.11 PROTECTION OF WORK IN PROGRESS
.12 EXISTING UTILITIES 1
.13 EQUIPMENT
.14 LOADING 1
PART 2: MATERIALS 1
.1 NOT APPLICABLE
PART 3: EXECUTION
.1 NOT APPLICABLE 1
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I MATERIAL AND EQUIPMENT 01600
I PART 1: GENERAL
.1 REFERENCE STANDARDS
I . 1 Within the text of the specifications, reference may be made to the following standards:
1 .1 ANSI - American National Standards Institute
.2 ASTM - American Society for Testing and Materials
1 .3 CEC - Canadian Electrical Code (published by CSA)
.4 CEMA - Canadian Electrical Manufacturer's Association
1 .5 CGSB - Canadian General Standards Board
.6 CLA - Canadian Lumberman's Association
I .7 CRCA - Canadian Roofing Contractors Association
I .8 CSA - Canadian Standards Association
.9 IEEE - Institute of Electrical and Electronic Engineers
1 .10 NAAMM - National Association of Architectural Metal Manufacturers
.11 NBC - National Building Code
I .12 NEMA - National Electrical, Manufacturers Association
.13 OBC - Ontario Building Code
1 .14 ULC - Underwriters° Laboratories of Canada
.2 Conform to these standards, in whole or in part as specifically requested in the
1 specifications.
.3 If there is question as to whether any product or system is in conformance with applicable
I standards, the Consultant reserves the right to have such products or systems tested to
prove or disprove conformance. The cost for such testing will be born by the Owner in
the event of conformance with Contract Documents or by the Contractor in the event of
non - conformance.
1 .4 Conform to latest date of issue of referenced standards in effect on date of submission of
bids, except where a specific date or issue is specifically noted.
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MATERIAL AND EQUIPMENT 01600
.2 QUALITY ASSURANCE
.1 Products, materials, throughout the equipment and articles (referred to as Products throu
( 9
specifications) incorporated in the Work shall be new, not damaged or defective, and of
the best quality (compatible with specifications) for the purpose intended. If requested,
furnish evidence as to type, source and quality of Products provided.
.2 Defective Products, whenever identified prior to the completion of Work, will be rejected,
regardless of previous inspections. Inspection does not relieve responsibility, but is a
precaution against oversight or error. Remove and replace defective Products at own
expense and be responsible for delays and expenses caused by rejection.
.3 Should any dispute arise as to the quality or fitness of Products, the decision rests strictly
with the Consultant based upon the requirements of the Contract Documents.
.4 Unless otherwise indicated in the specifications, maintain uniformity of manufacturer for
any particular or like item throughout the building.
.5 Permanent labels, trademarks and nameplates on Products are not acceptable in
prominent locations, except where required for operating instructions, or when located in
mechanical or electrical rooms.
.6 Perform all work in accordance with the printed requirements of the membrane
manufacturer and this specification. Advise the Consultant of any discrepancies prior to
commencement of the Work.
.7 Maintain one copy of Manufacturer's literature on site throughout the execution of the
Work.
.8 At the beginning of the Work and at all times during execution of the Work allow access
to the site by the roofing membrane manufacturer's representatives.
.9 Submit documentation certifying that the roofing membranes comply with CGSB 37 -GP-
56M. 1
.10 Compatibility between all components of the roofing system is essential. Materials used
under this contract including the shingles, underlayment, vapour barrier, insulations,
primers, mastics and membranes shall be fully compatible and shall be sourced from one
manufacturer.
.11 Work under this contract shall be performed by skilled specialists having a minimum five
(5) years experience in this trade. Roofing Contractor shall be a member of the OIRCA in
good standing.
.12 Carry out all work in accordance with the recommendations of the Canadian Roofing
Contractors Association (CRCA) except where modified.
.13 The Contractor shall have a qualified Superintendent or Foreman on the roof at all times.
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I MATERIAL AND EQUIPMENT 01600
.3 AVAILABILITY
I .1 Immediate) upon signing Contract, review Product delivery requirements p g g ry equirements and anticipate
foreseeable supply delays for any items. If delays in supply of Products are foreseeable,
I notify the Consultant of such, in order that substitutions or other remedial action may be
authorized in ample time to prevent delay in performance of Work.
I .2 In the event of failure to notify the Consultant at commencement of Work and should it
subsequently appear that Work may be delayed for such reason, the Consultant reserves
the right to substitute more readily available products of similar character, at no increase
in Contract Price.
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.4 STORAGE, HANDLING AND PROTECTION
1 .1 Handle and store products in a manner to prevent damage, adulteration, deterioration
and soiling and in accordance with manufacturer's instructions when applicable.
I .2 Deliver and store all materials in their original packaging bearing the manufacturer's
name, the grade, weight, and standards pertaining thereto as well as any other reference
or markings considered standard. Do not remove from packaging or bundling until
required in the Work.
.3 Store and protect materials at all times on dry, well - ventilated premises protected against
the elements. Only materials to be used the same day are to be removed from storage.
1 .4 Any material damaged and /or exposed to the wet weather shall be removed from the
work site at the discretion of the Consultant.
I .5 Stockpiling of materials on the roof will not be allowed. Distribute material as directed by
the Consultant.
I .6 Store sheet materials on lumber on flat solid supports and keep clear of ground. Slope to
shed moisture. Store rolls on ends with selvage edge up, one pallet high only.
.7 Ensure all rolled membranes are stored at a minimum temperature of ten (10) degrees
I Celsius prior to use. Ensure entire membrane has attained this temperature prior to
application.
.8 Store solvent based liquids away from excessive heat and open flames.
.9 Contractors who use controlled products must ensure that their workers are properly
trained in the safe use and handling of such products in compliance with the Workplace
I Hazardous Materials Information System (WHMIS).
.10 Comply with all requirements with respect to controlled products labeling and Material
Safety Data Sheets (MSDSs) according to the requirements of WHMIS and the
I Hazardous Products Act.
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MATERIAL AND EQUIPMENT 01600 1
.5 TRANSPORTATION
.1 Pay costs of transportation of Products required y p qu ed In the performance of work.
.6 MANUFACTURER'S INSTRUCTIONS
.1 Unless otherwise indicated in the specifications, install or erect Products in accordance
with manufacturer's instructions. Do not rely on labels or enclosures provided with
products. Obtain written instructions directly from manufacturers.
.2 Notify the Consultant in writing, of conflicts between the specifications and
manufacturer's instructions, so that the Consultant may establish the course of action.
.3 Improper installation or erection of products, due to failure in complying with these
requirements, authorizes the Consultant to require removal and re- installation at no
increase in Contract Price.
.7 WORKMANSHIP
.1 Workmanship shall be the best quality, executed by workers experienced and skilled in
the respective duties for which they are employed. Immediately notify the Consultant if
required Work is such as to make it impractical to produce required results.
.2 Do not employ any unfit person or anyone unskilled in their required duties. The 1
Consultant reserves the right to require the dismissal from the site, workers deemed
incompetent, careless, insubordinate or otherwise objectionable.
.3 Decisions as to the quality or fitness of workmanship in cases of dispute rest solely with ,
the Consultant, whose decision is final.
.8 COORDINATION
.1 Ensure cooperation of workers in laying out work. Maintain efficient and continuous
supervision.
.2 Be responsible for coordination and placement of openings, sleeves and accessories.
.9 LOCATION OF FIXTURES
.1 Consider the location of access doors, ladders, mechanical and electrical equipment,
etc., indicated as approximate.
.2 Inform the Consultant of a conflicting installation. Install as directed. 1
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MATERIAL AND EQUIPMENT 01600
.10 FASTENINGS
1 . 1 Provide metal fastenings and accessories in same texture, colour and finish as adjacent
materials, unless indicated otherwise.
1 .2 Prevent electrolytic action between dissimilar metals and materials.
1 .3 Use non - corrosive hot dip galvanized steel fasteners and anchors for securing exterior
work, unless stainless steel or other material is specifically requested in the affected
specification Section.
1 .4 Space anchors within their load limit or shear capacity and ensure they provide positive
permanent anchorage. Wood, or any other organic material plugs are not acceptable.
1 .5 Keep exposed fastenings to a minimum, space evenly and install neatly.
.6 Fastenings which cause spalling or cracking of material to which anchorage is made are
not acceptable.
1 .7 Do not employ powder- activated guns using explosives unless expressly permitted by the
Consultant. If permitted, comply with the requirements of CSA Z166 -1975 (Safety Code
for Explosive Actuated Tools).
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.11 PROTECTION OF WORK IN PROGRESS
1 .1 Adequately protect Work completed or in progress. Work damaged or defaced due to
failure in providing such protection is to be removed and replaced, or repaired, as
1 directed by the Consultant, at no increase in Contract Price.
.2 Prevent overloading of any part of the building. Do not cut, drill or sleeve any Toad
bearing structural member, unless specifically indicated without written approval of
Consultant.
.12 EXISTING UTILITIES
1 . 1 When breaking into or connecting to existing services or utilities, execute Work at times
directed by local governing authorities, with a minimum of disturbance to Work, and / or
1 building occupants, and pedestrian and vehicular traffic.
.2 Protect, relocate or maintain existing active services. When services are encountered,
1 cap off in a manner approved by authority having jurisdiction, stake and record location of
capped service.
.13 EQUIPMENT
.1 Provide and maintain conveying equipment such as cranes, hoists, and the like, as
required for execution of the work.
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MATERIAL AND EQUIPMENT 01600
.2 Assume complete responsibility for construction strength, placing, anchoring, and
operation of cranes, hoists and other mechanical contrivances used for work; and ensure
that loads carried thereon can safely be supported and be free from accidents to all
persons.
.3 Have hoist capacities, with regard, to anticipated loads, verified by a Professional
Engineer, registered in the Province of Ontario.
.4 Comply with all governing safety regulations in force at the time of construction.
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.5 Remove immediately such equipment when not required for work.
.6 Provide and maintain, on site, suitable fire extinguishers in sufficient quantities, as
required by the Safety Code.
.14 LOADING
.1 Take precautions to prevent the overloading of any part of the structure during progress
of the work. Make good, at no expense to the Owner, any damage resulting from such
overloading.
PART 2: MATERIALS
.1 Not applicable. 1
PART 3: EXECUTION
.1 Not applicable.
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CONTRACT CLOSE -OUT 01700
PART 1: GENERAL
' .1 RELATED REQUIREMENTS
.2 FINAL CLEANING
1 .3 SYSTEM DEMONSTRATION
.4 DOCUMENTS
.5 INSPECTION / TAKE -OVER PROCEDURES
1 PART 2: MATERIALS
.1 NOT APPLICABLE
PART 3: EXECUTION
1 .1 NOT APPLICABLE
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CONTRACT CLOSE -OUT 01700
1
PART 1: GENERAL
.1 RELATED REQUIREMENTS
.1 General Conditions of the Contract, fiscal provision, legal submission, and other
administrative requirements.
.2 FINAL CLEANING
.1 Before final inspection, replace any materials and or equipment that have been broken,
damaged and /or etched during construction, or which are otherwise defective.
.2 Remove temporary protections and make good defects before commencement of final
cleaning.
.3 Before recommending that the Contractor has achieved Substantial Completion the
following items should be completed:
.1 Remove surplus products, tools, construction machinery and equipment not
required for the performance of the work.
.2 Remove waste products and debris other than that caused by the Owner, other
contractors or their employees, and leave the work clean and suitable for use by
Owner.
.4 When the work is totally performed remove surplus products, tools, construction
machinery and equipment. Remove waste products and debris other than that caused by
the Owner or other contractors.
.5 Remove waste material and debris from the site at regularly scheduled times or dispose
of as directed by the Consultant. Do not burn waste materials on site.
.6 Make arrangements with and obtain permits from authorities having jurisdiction for
disposal of waste and debris.
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.7 Inspect finishes fitments and equipment and ensure specified workmanship and
operation.
.8 Broom clean and wash exterior walks, steps and surfaces that have been stained or
marked by installation of the new roofing or related components.
.9 Remove dirt and other disfigurations from exterior surfaces.
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.10 Clean drainage systems of all debris generated by work included in this Contract.
.11 Perform all cleaning operations as instructed by the Owner. 1
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1 CONTRACT CLOSE -OUT 01700
.3 SYSTEM DEMONSTRATION
t .1 Final inspection will be undertaken to review the completed subdivision. The inspection
will be undertaken by the Owner and Consultant.
1 .2 Instruct personnel in operation, adjustment, and maintenance data.
I .4 DOCUMENTS
.1 Before a recommendation for Substantial Completion is issued:
I .1 Collect reviewed Submittals and assemble documents executed by sub - trades,
suppliers and manufacturers.
1 .2 Provide warranties.
.3 Submit a final statement of accounting given total adjusted contract sum,
I previous payment, and monies remaining due.
.4 Consultant will issue a final change order reflecting approved adjustments to
contract sum not previously made.
1 .5 Review maintenance manual contents (operating, maintenance instructions,
record "as built" drawings, spare parts, materials) for completeness.
I .6 Review cash and contingency allowances in relation to contract price, change
order, holdback and other contract price adjustments.
I .7 Submit required documentation such as statutory declarations, Workers'
Compensation Certificate, warranties, certificates of approval or acceptance from
regulating bodies.
1 .8 Review inspection and testing reports to verify conformance to the intent of the
documents and that changes, repairs or replacements have been completed.
1 .5 INSPECTION / TAKE -OVER PROCEDURES
1 .1 Prior to application for certificate of substantial performance carefully inspect the work
and ensure it is complete, that major and minor construction deficiencies are complete
and /or corrected and the building is in clean condition for occupancy. Notify the
Consultant in writing of satisfactory completion of the work and request an inspection.
I .2 During the final inspection by the Owner and Consultant, a list of deficiencies and defects j
will be tabulated. Correct to the satisfaction and approval of the same.
I .3 Only when the Consultant considers outstanding deficiencies and defects fall within the
requirements of this Contract, make application for certificate of substantial performance.
I .4 Expedite and complete deficiencies and defects identified by the Consultant.
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CONTRACT CLOSE -OUT 01700
.5 When partial occupancy of uncompleted project is required by the Owner, coordinate
Owner's uses, requirements, access, with Contractor's requirements to complete the
project.
.6 Provide on -going review, inspection and attendance to building callback, maintenance
and repair problems during the warranty period. 1
PART 2: MATERIALS
.1 Not applicable.
PART 3: EXECUTION
.1 Not applicable. 1
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1 SELECTIVE DEMOLITION 02070
' PART 1: GENERAL
.1 GENERAL REQUIREMENTS
.2 DESCRIPTION
1 .3 DEFINITIONS
.4 QUALITY ASSURANCE
1 .5 JOB CONDITIONS
1 PART 2: PRODUCTS
' .1 GENERAL
PART 3: EXECUTION
.1 GENERAL
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SELECTIVE DEMOLITION 02070
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PART 1: GENERAL
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.1 GENERAL REQUIREMENTS
.1 Conform to Section 01010 - Scope of Work.
.2 DESCRIPTION
.1 Work I ncluded:
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.1 Work consists of removing and disposing of the existing roof system on the
buildings to specific limits indicated on the Drawings and as required by the
Work. Remove resultant debris from the Site. Perform all demolition, included in
the contract, whether noted or implied to facilitate the Work in its final form.
.2 During construction if areas of the existing plywood substrate installed are found
to be in poor condition, remove completely the affected area, and install new
plywood substrate, prior to installing the new roof system.
.3 At no time during the work is material or debris permitted to enter the building.
.3 DEFINITIONS
.1 Remove: Detach items from existing construction and legally dispose of them off -site,
unless indicated to be removed and salvaged or removed and reinstalled.
.2 Remove and Salvage: Detach items from existing construction and deliver them to
Contracting Officer's Representative.
.3 Remove and Reinstall: Detach items from existing construction, prepare them for reuse, 1
and reinstall them where indicated.
.4 Existing to Remain: Existing items of construction that are not to be removed and that
are not otherwise indicated to be removed, removed and salvaged, or removed and
reinstalled.
.4 UALITY ASSURANCE
Q
.1 Requirements of Regulatory Agencies: '
.1 Conform to the requirements of all pertinent codes, by -laws and regulations;
.2 Carry out demolition in strict accordance with provincial and municipal '
regulations as applicable.
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1 SELECTIVE DEMOLITION 02070
.5 JOB CONDITIONS
1 .1 Protection:
1 .1 Protect immediate and adjacent property against damage which might occur from
falling debris or other cause; do not interfere with use of or safe passage to and
from adjacent occupied spaces.
I .2 Should any demolition or building commence before any new construction Work,
provide and maintain legal and necessary guards, railings, lights, warning signs,
morality lights, and watchmen during execution of Work to fully protect all
I persons and Owner from Toss, damage, death or injury through neglect,
carelessness or incompetence or Contractor or his employees or condition or
handling of materials.
1 .3 Burning of debris on Site is not permitted.
.4 Use water mist, temporary enclosures, and other suitable methods to limit spread
I of dust and dirt. Comply with governing environmental - protection regulations.
2 Maintaining Traffic:
I .1 Do not close nor obstruct, place nor store materials in passageways beyond the
designated area of construction without approval;
.2 Conduct operations with minimum interference with passageways;
I .3 Coordinate demolition Work with Owner. Carry on demolition or removal of
debris during off hours if necessary to facilitate ongoing operations of the Library.
I PART 2: PRODUCTS
1 .1 GENERAL
I . 1 Unless otherwise indicated, all materials requiring demolition and not forming a
permanent part of building shall become property of Contractor and shall be removed
from Site.
I .2 Utilize an enclosed chute to drop debris to dumpster located at grade. Maintain chute to
provide smooth operation and keep area around dumpster clear of debris. Provide a
dustcover over open portion of dumpster to prevent soiling of adjacent area during
1 operations.
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SELECTIVE DEMOLITION 02070
PART 3: EXECUTION
.1 GENERAL
.1 When contaminated or dangerous material is encountered, remove from Site and dispose
of by safe means so that no danger is involved at job Site or in disposing operations.
Selling from Site is not permitted.
.2 Demolition of spray or trowel - applied asbestos can be hazardous to health. Should
material resembling spray or trowel - applied asbestos or pipe covering containing
asbestos be encountered in the course of demolition Work, stop Work and notify the
Consultant immediately. Do not proceed until written instructions have been received
from the Consultant. All work requiring asbestos abatement shall be carried out in
compliance with Regulation Respecting Asbestos on Construction Projects and in
Buildings and Repair Operations made under the Occupational Health and Safety Act,
Ontario Regulation 654 -85.
.3 Provide all demolition required to permit the various parts of the Work. Remove resulting
debris from Site.
.4 Remove elements that are continuous with or connected to that which is to remain in a
manner to preserve the integrity, and leave good that which is to remain and allow for
efficient completion of the Work.
.5 At end of day's Work, leave Work in safe condition so that no part is in danger of toppling
1 or falling.
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MASONRY RESTORATION 04210
PART 1: GENERAL
' .1 GENERAL
.2 RELATED WORK SPECIFIED ELSEWHERE
.3 SCOPE OF WORK
PART 2: MATERIALS
.1 CONCRETE
.2 BATT INSULATION
.3 METAL FLASHING
PART 3: EXECUTION
.1 CHIMNEY REMOVAL
.2 CLEANING
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MASONRY RESTORATION 04210 1
PART 1: GENERAL
.1 GENERAL
.1 All work is to be performed to the satisfaction of the Consultant / Owner.
.2 RELATED WORK SPECIFIED ELSEWHERE
.1 Section 01010: Scope of Work 1
.2 Section 01545: Safety Requirements
.3 Section 01600: Materials and Equipment '
.4 Section 04210: Masonry Restoration
.5 Section 06100: Rough Carpentry ,
.6 Section 07312: Asphalt Shingles
.7 Section 07600: Sheet Metal Flashing
.3 SCOPE OF WORK
.1 Supply all labour, materials and equipment necessary for the removal of the existing
chimney to the roof line to the full extent of the Specifications and Drawings.
PART 2: MATERIALS '
.1 CONCRETE
.1 Quickcrete quick setting concrete or approved equivalent.
.2 BATT INSULATION
.1 Roxul AFB acoustical fire batts or approved equivalent.
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.3 METAL FLASHING
.1 Metal flashing shall be 26 gauge commercial galvanized to ASTM Specifications A526M.
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MASONRY RESTORATION 04210
PART 3: EXECUTION
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.1 CHIMNEY REMOVAL
.1 Remove shingles and flashing around chimney base.
.2 Saw cut and remove roof sheathing from around chimney, as required. Do not saw cut
into roof framing members.
.3 Dismantle chimney masonry to first full course of brick below the roof line and safely
dispose of all debris from the jobsite. Take care not to drop masonry units down chimney
flute.
.4 Form and secure 26 ga. galvanized sheet metal, over chimney opening to prevent
concrete from entering the chimney flute. Secure flashings in accordance with Section
07600 - Sheet Metal Flashings.
.5 Secure wood forms as required; ensure that top of forms is placed 1/2" below the interior
face of the roof sheathing.
.6 Fill form with quick setting concrete.
1 .7 Forms shall be removed once the quick setting concrete has cured in accordance to the
manufacturer's recommendations.
1 .8 Install mineral wool insulation to fill void between top of chimney and roof sheathing.
.9 Install roof sheathing in accordance with Section 06100 - Rough Carpentry.
.10 Supply and install Asphalt Shingle Roofing, in accordance to the drawings and
Specification 07312 - Asphalt Shingle Roofing.
.2 CLEANING
.1 Daily as the work proceeds and on completion, remove all surplus materials and debris
resulting from the forgoing work.
.2 Clean all new materials and areas of work to the satisfaction of the Owner / Consultant.
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ROUGH CARPENTRY 06100
PART 1: SCOPE OF WORK
.1 RELATED WORK SPECIFIED ELSEWHERE 1
.2 GENERAL
.3 DISPOSAL 1
.4 QUALITY ASSURANCE
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PART 2: MATERIALS
.1 LUMBER 1
.2 FASTENERS
.3 PRESSURE TREATMENT OF WOOD
.4 WOOD PRESERVATIVE '
PART 3: EXECTION
.1 SECUREMENT
.2 WOOD PRESERVATIVE 1
.3 NAILING
.4 PLYWOOD SHEATHING 1
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ROUGH CARPENTRY 06100
PART 1: SCOPE OF WORK
.1 RELATED WORK SPECIFIED ELSEWHERE
1 . 1 Section 01010: Scope of Work
1 .2 Section 01545: Safety Requirements
.3 Section 01600: Materials and Equipment
.4 Section 04210: Masonry Restoration
.5 Section 07312: Asphalt Shingles
.6 Section 07510: Built -up Roofing
.7 Section 07600: Sheet Metal Flashing
.2 GENERAL
.1 The requirements of Division 0 and 1 shall apply.
1 .2 As necessary to complete the roofing work, re- secure and /or install wood fascias,
blocking, mechanical curbs, and sheet metal work as indicated on the drawings.
.3 DISPOSAL
.1 Be responsible for the safe disposal of all debris from the job site, in accordance to
Section 02070.
.4 QUALITY ASSURANCE
. 1 Grade stamp lumber prior to delivery. Lumber must bear grading stamp of manufacturer.
.2 Provide temporary protection, to the satisfaction of the Consultant, to render all wood
blocking watertight if for any reason permanent membrane protection cannot be provided
within the same day.
.3 Plywood identification: by grade mark in accordance with applicable CSA standards.
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ROUGH CARPENTRY 06100 1
PART 2: MATERIALS
.1 LUMBER
.1 Roof sheathing: standard fir plywood — exterior grade. Thickness to match existing.
.2 To CAN /CSA 0141 -91 and CAN3- 086 -M84 (R1992) and to the National Lumber Grades
Authority Standard Grading Rules 2010 - grade category as follows:
.1 Light framing and blocking: species group spruce - "construction grade" or as
noted on drawings. 1
.2 FASTENERS
.1 Nails, spikes, and staples: to CSA B111-1974 (R2003); galvanized for exterior work. Use
spiral thread nails except where specified otherwise.
.2 Fasteners: to hollow masonry use toggle bolts; to solid masonry, use expansion shields,
friction fit pins or lag bolts; to steel use self- tapping screws. Use lead or inorganic fiber
plugs with specified screws in masonry.
.3 PRESSURE TREATMENT OF WOOD
.1 All wood to be treated in accordance with CAN /CSA- 080.1 -M89.
.2 Treat dimension lumber to CAN /CSA- 080.2 -M89 using pentachlorophenol or copper
napthenate preservative to obtain a minimum net retention of 6.4 kg /cu.m of wood.
.3 Treat plywood to CAN /CSA- 080.9 -M89 using pentachorophenol or copper napthenate
preservative to obtain a minimum net retention of 4.8 kg /cu.m of wood. I
.4 Use Type "A" Hydrocarbon Solvents to CSA 080.201 -M89
.5 All wood to have a maximum moisture content of fifteen percent (15 %) after pressure
treatment of the wood.
.4 WOOD PRESERVATIVE
.1 Wood preservative to be copper napthenate or pentachlorophenol base water repellant
solution to CSA 080 -M89, coloured.
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ROUGH CARPENTRY 06100
PART 3: EXECTION
1
.1 SECUREMENT
.1 Secure substrate with suitable fasteners, galvanized minimum 3/8" (9 mm) diameter of
suitable length, placed at 1' -0" (300 mm) centers or as otherwise detailed.
' .2 Double the amount of fasteners required for a distance of 8' -0" (2400 mm) from all
outside corners.
.2 WOOD PRESERVATIVE
.1 Cut all members to fit prior to installation and treat all faces and cuts with preservative.
.2 Treat wood fascias, blocking, curbs, and stud walls by applying a full brush coat of wood
preservative.
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.3 NAILING
.1 All nails shall be long enough so that not less than half their length penetrates into the
second member.
' .2 Splitting of wood members shall be minimized by staggering the nails in the direction of
the grain and by keeping nails well in from the edges.
.4 PLYWOOD SHEATHING
' . 1 Secure substrate with suitable fasteners, galvanized minimum 3/8" (9 mm) diameter of
suitable length, placed at 1' -0" (300 mm) centers for every 4' -0" (1200 mm) x 8' -0"
(2400 mm) plywood sheet or as otherwise detailed.
' .2 Plywood sheathing shall be installed with all edges supported and placed so that the
surface grain is perpendicular to the framing members.
' .3 Not less than 2 mm gaps shall be provided between sheets, to allow for material
expansion.
.4 All securement should have at least two (2) nails with the nails being at least half the nail
t length apart and be not less than a quarter of the nail length from the edge of the framing
member.
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ASPHALT SHINGLES 07312
PART 1: GENERAL
.1 RELATED WORK SPECIFIED ELSEWHERE
.2 SCOPE OF WORK
.3 DISPOSAL '
.4 ROOF ASSEMBLY
.5 PRECAUTIONS
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.6 SAMPLES
.7 STANDARDS '
.8 WORKMANSHIP
.9 WARRANTY
PART 2: MATERIALS
.1 ASPHALT SHINGLES
.2 UNDERLAYMENT
.3 WATERPROOF MEMBRANE (UNDERLAYMENT AT EAVES)
.4 ROOFING CEMENT
.5 FASTENERS '
.6 PAINT
.7 ROOF ACCESSORIES
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.8 EAVES - TROUGH
.9 DOWNSPOUT
.10 CAULKING AND METAL FLASHINGS
PART 3: EXECUTION
.1 APPLICATION
.2 WATERPROOF MEMBRANE (UNDERLAYMENT AT EAVES)
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1 ASPHALT SHINGLES 07312
.3 UNDERLAYMENT
.4 ASPHALT SHINGLES
.5 RIDGE
1 .6 EAVESTROUGH AND DOWNSPOUT
.7 CAULKING AND METAL FLASHINGS
.8 PAINT
1 .9 COMPLETION OF DAY'S WORK
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ASPHALT SHINGLES 07312
PART 1: GENERAL
.1 RELATED WORK SPECIFIED ELSEWHERE
.1 Section 01010: Scope of Work
.2 Section 01545: Safety Requirements
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.3 Section 01600: Materials and Equipment
.4 Section 04210: Masonry Restoration
1
.5 Section 06100: Rough Carpentry
.6 Section 07510: Built -up Roofing 1
.7 Section 07600: Sheet Metal Flashing
.2 SCOPE OF WORK
.1 Provide the necessary labour and materials to complete the removal of the existing
shingled roofing system down to the existing substrate, as indicated on drawings. Once
the old roofing system has been removed completely, and the existing substrate has
been swept clean, the new system can be installed.
.2 Once the existing roof system has been removed, the Contractor is required to install the
new underlayment and shingles, as indicated on the drawings.
.3 If indicated by the Owner, the Contractor shall install the new roofing system in
accordance to this Section, for the following roofs included in this project;
.1 Kincardine Library - Sloped Roofs.
.3 DISPOSAL
1
.1 Be responsible for the safe disposal of all debris from the job site, in accordance to
Section 02070.
.4 ROOF ASSEMBLY
.1 Typical Roof Assembly;
.1 Existing wood structure to remain. 1
.2 Existing 1/2" (13mm) plywood deck to remain. Where existing plywood deck is
damaged, defective and / or wet, remove and replace existing plywood deck with
new.
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I ASPHALT SHINGLES 07312
.3 Installation of a self- adhered membrane and sheet metal flashings at the valleys,
I base of the walls and eaves (6' -0" wide).
.4 Installation of #30 felt underlayment over the entire roof not already covered with
self- adhered membrane,
1 .5 Installation of two -piece laminated fiber glass -based shingles (30 year).
1 .5 PRECAUTIONS
I .1 Apply each part of the roofing system only when surfaces are clean and dry.
.2 All adjacent parts of the building shall be protected from damage caused by roofing
operations. Cover walls and other surfaces in the vicinity of hoisting apparatus with
I heavy canvas or other suitable protective material. Any damage caused under this
contract shall be repaired to match the original materials and appearance by the
Contractor.
I .3 Conduct roofing operations so as to leave the deck exposed for minimum period of time.
Protect, as required, to prevent water infiltration or environmental damage to the interior.
1 .4 All material shall be neatly stored, elevated and protected from damage due to wetness
and freezing.
.5 Maintain all site equipment in good working order.
1 .6 Maintain a proper fence around work and storage areas.
.7 All aspects of the re- roofing operation shall be follow in close sequence. No part of the
I operation shall be so far ahead of the succeeding part that the latter cannot be finished
that working day.
1 .6 SAMPLES
1 .1 Submit duplicate samples of full size specified shingles.
.7 STANDARDS
I .1 In the event that the drawings and specifications differ from the manufacturer's printed
instructions, to such a degree that the specified warranties may be affected, request the
1 Consultant to provide his written instructions.
.2 Asphalt shingle roofing shall conform to NBCC 2010 and CRCA specification except
I where specified and detailed otherwise herein.
1
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ASPHALT SHINGLES 07312 1
.8 WORKMANSHIP
.1 Provide a competent foreman to supervise all work and act as the Consultant's
representative unless designated otherwise.
.2 Use only skilled trades people, experienced in this type of work. Work shall be carried
1
out in accordance with best standard practice of the industry.
.9 WARRANTY
.1 Remedy all defects in the asphalt shingle roofing system installed hereunder which
appear within a period of two (2) years from the date of final completion.
.2 Make all necessary repairs and replacements within forty -eight (48) hours of receipt of
written notification.
.3 Provide a written warranty confirming above, issued on corporate letterhead, signed and
sealed by an authorized signing officer of the company.
.4 Nothing contained in this article shall be construed as in any way restricting or limiting the
liability in common law and statutory liability of the Contractor.
.5 Asphalt shingles shall be free from manufacturing defects and premature deterioration for
a period of thirty (30) years from the date of final completion.
PART 2: MATERIALS
.1 ASPHALT SHINGLES '
.1 To CSA Al23.5 -98.
.2 Type: two -piece laminated fiber glass -based shingles (30 year) with a UL Class A fire
resistance rating.
.3 Standard of Acceptance to be Landmark Shingles, as manufactured by CertainTeed or
Cambridge AR LT as manufactured by IKO.
.4 Colour; to be selected by the Owner /Consultant
1
.2 UNDERLAYMENT
.1 High quality asphalt impregnated organic No. 30 felt underlayment. Standard of
Acceptance to be RoofWrap 30 Underlayment, as manufactured by CertainTeed or #30
Heavy Duty Felt Paper as manufactured by IKO.
1
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ASPHALT SHINGLES 07312
.3 WATERPROOF MEMBRANE (UNDERLAYMENT AT EAVES)
.1 Self- adhering membrane shall be comprised of modified asphalt with a consistent layer of
adhesive applied to one side. Top side of membrane shall have a sanded finish.
Standard of Acceptance to be WinterGuard Sand Waterproofing Shingle Underlayment,
as manufactured by CertainTeed or Armourgard Ice + Watershield Self Sealing
Membrane as manufactured by IKO.
.4 ROOFING CEMENT
.1 Plastic Cement; to CGSB 37 -GP -5M -1976
.5 FASTENERS
. 1 Nails; to CSA B111 -1974, electro galvanized steel; min. 1 1/4" in length, to penetrate a
minimum of 1/2" into the deck.
.6 PAINT
.1 Qualified products: only paint materials listed on the CGSB Qualified Products List are
acceptable for use on this project. Colour to be selected by Owner.
.2 The Contractor shall only use lead free products for this project.
.7 ROOF ACCESSORIES
.1 Roof vents: 50 sq. in. roof vent, colour to be black. Standard of acceptance to be
Squaretop 6050BL roof vents, as manufactured by Duraflo. Installation shall be in strict
accordance to manufacturer's recommendations, standards and instructions.
' .2 Plumbing vent flashing: Standard of acceptance to be PermOseal flexible base flashing,
as manufactured by Duraflo. Size to suit plumbing vent. Installation shall be in strict
accordance to manufacturer's recommendations, standards and instructions.
i .8 EAVES TROUGH
.1 Continuous pre- finished aluminium (colour by Owner) (match existing size).
.9 DOWNSPOUT
. 1 Corrugated aluminium pipe, sized and pre - finished to match eaves - troughs.
1
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ASPHALT SHINGLES 07312 1
.10 CAULKING AND METAL FLASHINGS
.1 Caulking and metal flashings are specified in Section 07600. Coordinate this work with
that section.
PART 3: EXECUTION
.1 APPLICATION 1
.1 Install drip edge along eaves and rake edges, as detailed, with a minimum 3" flange
extending onto the roof decking. Nail to deck at 16" o.c.
.2 WATERPROOF MEMBRANE (UNDERLAYMENT AT EAVES) 1
.1 Install self- adhering membrane at the eave / valleys and extend membrane 6' -0" up the
slope, as detailed on drawings.
.2 Peel back one portion of the release film and adhere this part of membrane to the deck.
Peel back the remaining release film at a 45° angle. Ensure solid adhesion without
blisters or wrinkles.
.3 Membrane shall be horizontal to the roof slope with a minimum headlap of 3" and end lap
of 6 ". 1
.4 Install membrane in strict accordance to manufacturer's recommendations, standards
and instructions.
.3 UNDERLAYMENT
.1 Install one ply over the entire roof area not already covered with self- adhering membrane.
.2 Lay horizontal to the roof slope with a minimum headlap of 2" and end lap of 6 ". Install
flat and nail flat without wrinkles.
.3 Fasten side and end laps at 6" on center, 1" from edge. Fasten in the field of roll with two
staggered rows of fasteners at 12" on center. 1
.4 Install underlayment in strict accordance to manufacturer's recommendations, standards
and instructions.
.4 ASPHALT SHINGLES
.1 Apply along all eaves a continuous starter course and extend 1/2" beyond eave and rake
edge of the roof.
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' ASPHALT SHINGLES 07312
.2 Nails should be installed in a parallel line to base of the roof. Nails should be arranged
' so as not to be left exposed be the cutouts of spaces between shingles tabs.
.3 Install the first course of shingles starting with a full shingle overhanging the eave and
rake edges by 13mm. Install the second course of shingles by cutting half the tab off the
' first shingle. Then alternate this with a full shingle for succeeding courses.
.4 Secure shingles with a minimum of four (4) nails per shingle.
.5 Install shingles in strict accordance to manufacturer's recommendations, standards and
instructions.
1 .5 RIDGE
.1 Use individual shingles cut into units, bend over hips and ridges and nail shingle on both
sides of the hip or ridge.
.2 Shingles shall be installed ridges so that they extend a minimum of 4" on either side of
1 the ridge and shall be lapped a minimum of 6 ".
.3 Shingles shall be secured with a fastener on each side, 5 1/2" from the exposed end and
1" from each side or as indicated in manufacturer's instructions.
.6 EAVESTROUGH AND DOWNSPOUT
.1 All aluminum eaves - trough and downspouts shall be applied in accordance with
manufacturer's written instructions using appropriate accessories.
.2 Maintain joints true to line, tight fitting with hairline joints.
.3 Seal junctions with dissimilar materials with sealant.
.4 Attach components in manner as not to restrict thermal movement. Conceal fasteners
where possible.
' .5 Provide eaves - trough and downspouts.
.6 Install fascia materials to fit tightly under existing metal strip and wrap around bottom of
' soffit to above J. mould trim.
.7 Install continuous eaves - trough with positive slope to drain of 1:100.
1 .8 To prevent moisture from leaking behind the eavestrough install additional fascia material
in trough, extending 24" beyond door openings and valleys. Flashing material shall fit
under the starter strip and extent to within "A" of the bottom of the trough.
.9 Secure eaves trough to fascia with prefinished spikes and spacers at 16" centres and 1
'/" prefinished aluminum strap secure from face of trough to under the first row of shingle
tabs at 4' -0" centres. Re- secure the shingle tabs with plastic cement.
' .10 Install downspouts as indicated in manufacturer's specifications.
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ASPHALT SHINGLES 07312
.11 At all existing downspout locations that extend to grade, install downspout into existing
drainage pipe at grade.
.12 At all existing downspout locations that drain onto the flat roof; extend the bottom of
downspout on a 30- degree angle from horizontal away from the roof eave. Include 12"
long discharge 3" above roof surface. Ensure that it is set on a positive slope away from
the roof eave.
.13 For all new downspouts. Extend bottom of downspout on a 30- degree angle from
horizontal away from the building. Include 24" long discharge 6" above grade. Provide a
splash pad to each downspout location. Ensure that it is set on a positive slope away
from the building.
.14 Secure downspout to exterior wall with aluminium straps top prevent downspout from 1
being removed from building
.7 CAULKING AND METAL FLASHINGS
.1 Caulking and metal flashings are specified in Section 07600. Coordinate this work with
that section.
.8 PAINT
.1 Prepare gables, soffit, fascia board and vent strips for painting. Do not apply paint finish 1
in areas where dust is being generated.
.2 Prime and apply 2 coats of paint. Colour as determined by Owner.
.1 one coat of exterior multi - surface acrylic primer and sealer. 1
.2 two coats of exterior semi -gloss enamel acrylic.
.3 Standard of acceptance: Behr Paint. 1
.9 COMPLETION OF DAY'S WORK
.1 Inspect the day's work and repair any deficiencies prior to leaving the site for the day.
.2 Clean up debris prior to leaving the site for the day.
1
1
1
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BUILT -UP ROOFING 07510
1 PART 1: GENERAL
.1 GENERAL REQUIREMENTS
.2 GENERAL
1 .3 PREPARATION
.4 DISPOSAL
1 .5 ROOF ASSEMBLY
.6 ROOF ASSEMBLY FLASHINGS
1 .7 SHOP DRAWINGS
1 .8 PRECAUTIONS
.9 SAMPLES
1 .10 STANDARDS
.11 WORKMANSHIP
1 .12 WARRANTY
1 PART 2: MATERIALS
.1 ROLL MATERIALS
1 .2 MODIFIED BITUMEN MEMBRANE
.3 PRIMER
1 .4 BITUMEN
' .5 VAPOUR BARRIER ADHESIVE
.6 INSULATION
1 .7 INSULATION CAP
.8 SLOPED INSULATION
1 .9 AGGREGATE
.10 PAINT
1 .11 CAULKING AND METAL FLASHINGS
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BUILT -UP ROOFING 07510
.12 ROOFING ACCESSORIES
PART 3: EXECUTION
.1 APPLICATION - BITUMEN 1
.2 PRIMER
.3 VAPOUR BARRIER
.4 INSULATION 1
.5 BUILT -UP MEMBRANE
.6 MODIFIED BITUMEN MEMBRANE BASE SHEET FLASHINGS
1
.7 MODIFIED BITUMEN MEMBRANE CAP SHEET FLASHINGS
.8 CAULKING AND METAL FLASHINGS
1
.9 VENT FLASHINGS
.10 ROOF DRAIN INSERTS
.11 AGGREGATE
.12 PAINT
.13 COMPLETION OF DAYS WORK
1
.14 CLEAN UP
1
1
1
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BUILT -UP ROOFING 07510
PART 1: GENERAL
.1 GENERAL REQUIREMENTS
' . 1 Section 01010: Scope of Work
1 .2 Section 01545: Safety Requirements
.3 Section 01600: Materials and Equipment
1 .4 Section 06100: Rough Carpentry
.5 Section 07312: Asphalt Shingles
.6 Section 07600: Sheet Metal Flashing
.2 GENERAL
.1 Provide the necessary labour and materials to complete the removal of the existing
1 roofing system, sheet metal flashings, wood blocking, and insulation down to the existing
substrate, as indicated on drawings. Once the old roofing system has been removed
completely, and the existing substrate has been swept clean, the new system can be
' installed.
.2 Once the existing roof system has been removed, the Contractor is required to install the
new roofing system, membrane flashings, and sheet metal flashings.
' .3 If indicated by the Owner, the Contractor shall install the new roofing system in
accordance to this Section, for the following roof areas included in this project;
.1 Kincardine Library - Flat Roof.
' .3 PREPARATION
.1 The Contractor is solely responsible for the disconnection, relocation, and re- installation
of all existing mechanical and electrical services as required. Disconnection and re-
connection of all electrical services to meet the latest regulations of the Canadian
Electrical Code and applicable Municipal and Provincial Codes and Regulations. In each
and every instance of application, Code, Regulation, Statue, By -Law, or Specification, the
1 most stringent requirements shall apply.
.2 Ensure the Owner is aware of any such work that may effect the interior environment of
' the building prior to disconnection or shut down. Provide the Owner with a schedule
indicating time and dates for any work creating a disruption to the interior environment
and obtain the Owner's written approval.
1
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BUILT -UP ROOFING 07510
.4 DISPOSAL
.1 Be responsible for the safe disposal of all debris from the job site, in accordance to
Section 02070.
1
.5 ROOF ASSEMBLY
.1 Supply all labour and materials necessary to complete the new built -up roofing system,
as specified and detailed on the drawings.
.2 Typical Roof Assembly at Main Roof Surfaces; 1
.1 Existing wood structure to remain.
.2 Existing 3/4" (19mm) plywood deck to remain. Where existing plywood deck is
damaged, defective and / or wet, remove and replace existing plywood deck with
new.
.3 Kraft / asphalt vapour barrier (mopped adhered and sealed at seams).
.4 One layer of 2 1/2" (64mm) thick polyisocyanurate insulation adhered with a solid
1 mopping of Type II, roofing asphalt.
.5 Tapered polyisocyanurate insulation, adhered with a solid mopping of Type II,
roofing asphalt (locations as indicated on drawings).
1
.6 1/2" (25mm) fibreboard insulation adhered with a solid mopping of Type II,
roofing asphalt.
.7 Five ply roofing membrane (one ply, #15 organic felt installed under four (4) ply,
Type IV, built -up roofing membrane) (mopped adhered).
.8 Two (2) ply, modified bitumen membrane flashings (mopped applied base and 1
cap).
.9 3/8" (9 mm) to 3/4" (19 mm) pea gravel surfacing (embedded in full mopping). 1
.10 Install sheet metal flashings at locations indicated on the attached drawings.
.3 Typical Roof Assembly at Top of Sloped Roof Surfaces; 1
.1 Existing wood structure to remain.
.2 Existing 3/4" (19mm) plywood deck to remain. Where existing plywood deck is
damaged, defective and / or wet, remove and replace existing plywood deck with
new.
.3 Kraft / asphalt vapour barrier (mopped adhered and sealed at seams).
.4 Tapered polyisocyanurate insulation, adhered with a solid mopping of Type II,
roofing asphalt (locations as indicated on drawings).
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BUILT -UP ROOFING 07510
.5 Five ply roofing membrane (one ply, #15 organic felt installed under four (4) ply,
1 Type IV, built -up roofing membrane) (mopped adhered).
.6 Two (2) ply, modified bitumen membrane flashings (mopped applied base and
cap).
.7 3/8" (9 mm) to 3/4" (19 mm) pea gravel surfacing (embedded in full mopping).
.8 Install sheet metal flashings at locations indicated on the attached drawings.
.6 ROOF ASSEMBLY FLASHINGS
' . 1 Supply all labour and materials necessary to complete the new modified bitumen
Y rY p
flashings as specified and detailed in the areas on the drawings.
.7 SHOP DRAWINGS
.1 Submit for approval, shop drawings of all prefabricated work.
.8 PRECAUTIONS
.1 Base sheet application shall not be carried out when materials are damp, or when the
ambient temperatures are less than minus ten ( -10) degrees Celsius. Postpone roofing
work when inclement weather appears imminent.
.2 Apply each part of the roofing system only when surfaces are clean and dry.
.3 All adjacent parts of the building shall be protected from damage caused by roofing
operations. Cover walls and other surfaces in the vicinity of hoisting apparatus with
heavy canvas or other suitable protective material. The Contractor shall repair any
damage caused under this contract to match the original materials and appearance.
.4 Locate smokeless kettle, equipment and materials well away from the building in areas
designated by the Consultant and /or Owner.
.5 Conduct roofing operations so as to leave the deck exposed for minimum period of time.
1 Protect, as required, to prevent water infiltration or environmental damage to the interior.
.6 Insulation shall not be left exposed to the elements nor shall more be laid than can be
completely covered in the same day.
.7 Provide temporary membrane to render all insulation watertight if for some unforeseen
reason work cannot be completed as specified. Remove temporary membrane
' completely prior to any further re- roofing operations.
.8 Where work must continue over finished roofing membrane, protect surface with
minimum 1/2" (13mm) thick plywood sheets.
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BUILT -UP ROOFING 07510
.9 Any sharp projections, that in the opinion of the Consultant may penetrate the vapour
barrier, shall be ground smooth and flush.
.10 All aspects of the roofing operation shall follow in close sequence. No part of the
operation shall be so far ahead of the succeeding part that the latter cannot be finished
that working day.
.11 Examine all surfaces to receive new membranes. If additional corrective measures are
necessary, report items to Consultant in writing. Surface shall be smooth, clean, and dry
prior to installation of the materials.
.9 SAMPLES 1
.1 Submit samples, data, and test reports of materials upon request of Consultant.
.10 STANDARDS
.1 In the event that the drawings and specifications differ from the manufacturer's printed
instructions, to such a degree that the specified warranties may be affected, request the
Consultant to provide his written instructions. ,
.11 WORKMANSHIP
.1 Provide a competent foreman to supervise all work and act as the Consultant's
representative unless designated otherwise.
.2 Use only skilled trades people, experienced in this type of work. Work shall be carried ,
out in accordance with best standard practice of the industry.
.12 WARRANTY
.1 Remedy all defects in the modified bituminous membrane roofing and related membrane
flashing installed hereunder which appear within a period of two (2) years from the date
of final completion.
.2 Make all necessary repairs and replacements within forty -eight (48) hours of receipt of 1
written notification.
.3 Provide a written warranty confirming above, issued on corporate letterhead, signed and
sealed by an authorized signing officer of the company.
.4 Nothing contained in this article shall be construed as in any way restricting or limiting the
liability in common law and statutory liability of the Contractor. '
.5 Obtain from the membrane manufacturer a material guarantee stating that the roofing
membrane shall be free of manufacturing defects and premature deterioration for the
period of ten (10) years from the date of final completion.
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BUILT -UP ROOFING 07510
PART 2: MATERIALS
1
.1 ROLL MATERIALS
1 .1 Saturated roofing felts: No. 15 asphalt saturated perforated, organic felts to CSA- Al23.3-
05 (R2010).
.2 Glass fibre felts: a high tensile, asphalt coated, non - absorbent, glass fibre membrane,
Type VI to ASTM D 2178 -04.
.3 Kraft / Asphalt vapour barrier: To be single ply material composed of two (2) layers of
kraft laminated with asphalt and edge reinforced with fiberglass yarn. Standard of
acceptance to be Vapour —Bloc as manufactured by Monsey Bakor Inc., or approved
alternative.
1
.2 MODIFIED BITUMEN MEMBRANE
1 .1 Two (2) ply system made from prefabricated modified bitumen membranes containing
minimum 15% of elastomer Styrene Butadiene Styrene (SBS) and reinforced with non -
1 flammable, fireproof, and stress resistant insert of glass fibre or polyester.
.2 Mopped Applied Base sheet membrane flashings: to be reinforced with a minimum 180
g /m non -woven polyester mat with a minimum membrane thickness of 3mm to CAN /
CGSB37.56 -98. The underside and top surfaces are sanded for mopping. Standard of
acceptance to be Sopralene 180 sanded.
.3 Mopped Applied Cap sheet flashings: to be reinforced with 180 g /m non -woven
' polyester mat with a minimum membrane thickness of 4mm to CAN / CGSB37.56 -98.
The top surface is coated with coloured ceramic granules and underside is a sanded
surface. Granule colour to be selected by the Owner and / or Consultant. Standard of
1 acceptance to be Sopralene 180 GR (colour — grey).
4 Grade 2 material to pass low temperature requirements at minus thirty ( -30) degrees
Celsius to CAN / CGSB37.56 -98.
.5 Standard of Acceptance to be SBS Modified Membranes as manufactured by Soprema
Waterproofing Inc.
.3 PRIMER
.1 Blend of elastomeric bitumen, volatile solvents, and adhesive enhancing additives.
Appropriate primers should be used for mopped applied membranes.
1
1
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BUILT -UP ROOFING 07510
.4 BITUMEN
.1 Bitumen: Type II and III Asphalt to CSA Al23.4 -04 (R2008). Bitumen containers should
be labelled clearly indicating the equiviscous temperature, the flash point temperature,
and the final blowing temperature. Contractor to provide Bill of Lading verifying
preceding information in the case of liquid asphalt. This bitumen will be used for the
installation of the base sheet membrane and flashings, and insulation.
.2 SEBS- modified asphalt to ASTM D6152. Containers should be labeled clearly indicating
the equiviscous temperature, the flash point temperature, and the final blowing
temperature. Contractor to provide Bill of Lading verifying preceding information in the
case of liquid asphalt. This bitumen will be used for the installation of the cap sheet
flashings. Standard of acceptance shall be Soprasphalte M, as manufactured by
Soprema.
.3 Primer: Blend of elastomeric bitumen, volatile solvents, and adhesive enhancing
additives. Appropriate primers to be used for mopped applied membranes.
.5 VAPOUR BARRIER ADHESIVE
.1 Vapour barrier adhesive to be Type 2 Roofing Asphalt.
.6 INSULATION
.1 Roof Insulation - One layer of 2 1/2" (64mm) Rigid closed cell polyisocyanurate foam
bonded on the top and bottom sides to an organic /inorganic facer. Insulation to meet
CAN /CGSB 51.26 -86m and CAN /UL- S126 -M. Standard of acceptance; E'NRG'Y3 by
John Manville.
.2 Insulation at Mechanical Curb - One layer of 1 1/2" (38mm) Rigid closed cell
polyisocyanurate foam bonded on the top and bottom sides to an organic /inorganic facer.
Insulation to meet CAN /CGSB 51.26 -86m and CAN /UL- S126 -M. Standard of acceptance;
E'NRG'Y3 by John Manville.
.3 Fibrous glass batts, friction fit, unfaced to CSA A101 M1983, latest edition 1
.7 INSULATION CAP
.1 Fiberboard to CAN /CSA- A247 -M86 (R1996), 1/2" (13mm) thickness or as otherwise
detailed, asphalt coated with a wax impregnation or asphalt emulsified binders. Board
size not to exceed 2' -0" x 4' -0" (600mm x 1200mm). Standard of acceptance shall be
Roof Board as manufactured by IKO and ESGARD as manufactured by BPCO.
.8 SLOPED INSULATION
.1 Rigid closed cell polyisocyanurate foam bonded on the top and bottom sides to an
organic /inorganic facer. Insulation to meet CAN /CGSB 51.26 -M86 and CAN /UL- S126 -M.
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I BUILT -UP ROOFING 07510
.2 Insulation slopes and thickness shall be as indicated on the detailed drawings and roof
1 plan and shall be a distinct separate layer with joints staggered to the base insulation.
.3 Modules shall be factory cut to correct slopes and clearly marked to match provided shop
drawings.
I .4 Sloped insulation is to be installed underneath of flat bitumen saturated insulation.
I .9 AGGREGATE
I . 1 Aggregate to be 3/8" to 3/4" (10mm. to 20mm). size, well graded, crushed, non - porous
material; washed reasonably free from fines, moisture, ice, snow, or long splinters to
ASTM C1863 -05.
1 .10 PAINT
I . 1 Qualified products: only paint materials listed on the CGSB Qualified Products List are
acceptable for use on this project. Colour to be selected by Owner.
I .2 The Contractor shall only use lead free products for this project.
.11 CAULKING AND METAL FLASHINGS
I .1 Caulking and metal flashings are specified in Section 07600. Coordinate this work with
that section.
I .12 ROOFING ACCESSORIES
I .1 Roofing Nails: to CSA B111 -1974 (R2003), Table 12, of galvanized steel or aluminum,
sufficient length to penetrate wood substrate at least 1" (25 mm). Nails to have a
minimum head diameter of 1" (25 mm).
1 .2 Vent Stack Flashing: to be split stainless steel flashing sleeve with integrated deck flange
and vented cap fitted with a EPDM triple pressure grommet seal. Standard of
1 acceptance to be SPJ -2 Round Split Flashing as manufactured by Thaler Metal
Specialties.
.3 Drain to be spun aluminum insert drain, with cast aluminum dome complete with lock-
I down lid and U -Flow connector. Standard of acceptance to be Hercules Drain with
Superdome as manufactured by U -Flow or Thaler Metal Specialties.
.4 Skylight: Model CU -FF -DE as manufactured by Artistic Skylight Domes. Contractor shall
I verify existing curb size, prior to ordering new skylight. Install skylight in strict
accordance to manufacturer's recommendations and instructions.
I .5 Metal securing strips: 1" (25 mm) wide, 0.6mm or greater core nominal thickness, Z -275
zinc coating (galvanized) steel, double hemmed.
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.6 Cant strips to be fiber type.
1
PART 3: EXECUTION
.1 APPLICATION - BITUMEN I
.1 For base sheet membrane and flashings / insulation; 1
.1 Use Type 11 for slopes less than or equal to 1:8
.2 Use Type 111 for slopes greater than 1:8, securing insulation and all membrane 1
flashings.
.2 For cap sheet flashings;
.1 Use SEBS- modified asphalt.
.3 The acceptable application temperature is the manufacturer's equiviscous temperature
I
+/ -15 deg. Celsius.
.4 Maximum smokeless kettle temperature: 1
.1 Type 11 - 260 deg. Celsius
.2 Type III - 270 deg. Celsius. 1
.3 SEBS- modified asphalt — 260 deg. Celsius (500 deg. Fahrenheit).
.4 Bitumen shall not be heated and held at final blowing temperature for more than 1
four (4) hours.
.5 All smokeless kettles shall be equipment with thermometers to measure these
I
temperatures.
.5 Interply Moppings shall be applied at a rate of 1 kg /m.sq.
.6 Insulation Securement shall be applied at a rate of 2 kg /m.sq.
.7 Flood Coat shall be applied at a rate of 2 kg /m.sq. 1
.8 Bitumen Gravel Pour - apply at 3 kg /m.sq.
.2 PRIMER I
.1 Apply by brush or roller at a rate of 2L /10m (0.5ga1/100ft Allow to dry completely prior
to continuing with installation of the roof system. Any penetrations in the deck should be
protected to ensure that the primer does not enter into the building.
1
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I BUILT -UP ROOFING 07510
.3 VAPOUR BARRIER
I .1 Vapour barrier is to be installed in all locations where new roofing system is to be
installed.
1 .2 Install kraft/asphalt vapour barrier to deck and seal joints with Type 2 Roofing Asphalt.
.3 Extend up verticals 1' -4" (400mm) (minimum). Wrap the ends of the insulation boards as
1 detailed.
I .4 INSULATION
.1 Install insulation to meet thickness as required in the scope of work and as indicated on
1 the drawings. Stagger all joints in the boards. Install tapered as indicated on the shop
drawings.
.2 Insulation set into a full mop coat of bitumen. Contractor should proceed with extreme
1 caution to prevent any asphalt from dripping into the interior of the building.
.3 Install insulation sump at drains. Insulation to be a single layer, 1" (25 mm) thickness,
and size to be 2' -0" x 2' -0" (610mm x 610mm) around all drains unless otherwise noted
I on drawings and details.
.4 Ensure that insulation fillers are completely secured in place as specified.
I .5 Cap all insulation as detailed with a 1/2" (13 mm) layer of fiberboard, set into a full mop
coat of bitumen. Stagger all joints in fiberboard to the joints of the underlying
polyisocyanurate insulation.
I
.5 BUILT -UP MEMBRANE
I . 1 Commence membrane application at the deck low point, lay perpendicular to the roof
slope.
I .2 Install one ply of #15 organic felt, each ply lapping the previous ply by 4" (100 mm) and 6"
(150 mm) at end laps.
I .3 Install four (4) plies of Type IV glass felt continuous over one ply of # 15 organic felt.
Each ply lapping the previous ply by 3/4" (19 mm) of the width of the sheet plus 1/2" (13
mm) and 6" (150 mm) at end laps over organic felt layer.
1 .4 Lay membrane sheets smooth, free of wrinkles, and fishmouths.
.5 Ensure five (5) ply membrane is installed parallel to long side of the underlying fiberboard
I cap.
6 Avoid walking or working on freshly applied membrane.
I .7 Extend felts to top edges of cants or as detailed on drawings.
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BUILT -UP ROOFING 07510
.8 If newly laid felts cannot be fully gravel coated by the end of the working day, provide a
full glazing of all exposed roofing felts.
1
.6 MODIFIED BITUMEN MEMBRANE BASE SHEET FLASHINGS
.1 Plan two (2), ply membrane flashing application so that laps are not superimposed over
the laps on the underlying membrane.
.2 Install base sheet membrane flashing with full roll widths perpendicular to the deck. I
.3 Install reinforcing gussets at all inside and outside corners a per manufacturer's
I
recommendations.
.4 Install base sheet flashing horizontal to built -up roofing application with a full mopping of
bitumen. Extend membrane 4" (100 mm) onto horizontal membranes face and 1' -6"
(450 mm) up verticals max., or as indicated on the detail drawings.
.5 All overlapping seams in the base sheet flashings shall be sealed with a torch. Torching
shall be performed by skilled tradesmen in accordance with the manufacturer's
recommendations.
.6 Use a wet sponge to tamp the membranes in place at the junction of the horizontal and
vertical surfaces.
.7 MODIFIED BITUMEN MEMBRANE CAP SHEET FLASHINGS
I
.1 Plan two (2), ply membrane flashing application so that laps are not superimposed over
the laps on the underlying membrane. 1
.2 Install cap sheet membrane flashing with full roll widths perpendicular to the deck.
.3 Install reinforcing gussets at all inside and outside corners a per manufacturer's
I
recommendations.
.4 Install cap sheet flashing horizontal to built -up roofing application with a full mopping of '
bitumen. Extend membrane 8" (200 mm) onto horizontal membranes face and 1' -6"
(450 mm) up verticals max., or as indicated on the detail drawings.
.5 Ensure cap sheet is unrolled to enable membrane to relax prior to installation. Time
required for relaxation will vary with weather conditions.
.6 All overlapping seams in the base sheet flashings shall be sealed with a torch. Torching
shall be performed by skilled tradesmen in accordance with the manufacturer's
recommendations.
.7 Use a wet sponge to tamp the membranes in place at the junction of the horizontal and
vertical surfaces.
1
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BUILT -UP ROOFING 07510
.8 CAULKING AND METAL FLASHINGS
. 1 Caulking 9 are and metal flashings specified in Section 07600. Coordinate this work with
p
that section.
1
.9 VENT FLASHINGS
1 .1 Install spun aluminum vent stack covers at all existing vent pipes. Extend existing vent
pipes as required to be a minimum height of 1'-4" (400mm) above the completed
' membrane surface. Provide sufficient allowance for pipe expansion and contraction.
.2 Prime aluminum flange, centre over existing vent stack and set into a coat of hot asphalt
on top of the membrane. Flash with three (3) plies of Type IV glass felt membrane for
reinforcement, to extend a minimum of 8" (200mm) beyond the flange.
.3 Install batt insulation between the vent stack and aluminum stack flashing.
' .4 Caulk and screw down flashing cap as detailed.
' .10 ROOF DRAIN INSERTS
.1 Install roof drain inserts, set in place so that they do not retard after flow upon the
' completion of the membrane installation.
2 Ensure the integrity of the vapour barrier is maintained.
.3 Set roof drain insert into a bedding of plastic cement.
.4 Install four (4) plies of glass fiber felts, and provide an additional two (2) plies of glass
fiber felts to extend 10" (250 mm) from sump limits into a full mop coating of bitumen.
.5 Install the drain - clamping ring as specified by the Manufacturer.
.6 Connect the drain insert to the existing pipe using the U -Flow connector.
.11 AGGREGATE
. 1 Following laying of felts, flood coat surface of felts with bitumen at a rate of 3 kg /m2 and
immediately embed aggregate at a rate of not less than 23 kg /m2.
' .2 Ensure aggregate is installed evenly over the entire roof surface.
1
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BUILT -UP ROOFING 07510
.12 PAINT
.1 Do not apply paint finish in areas where dust is being generated.
pp y p g g ated .
.2 Prepare decorative fence for painting. Prime and apply 2 coats of paint. Colour as
determined by Owner.
.1 one coat spot priming CGSB 1- GP-40M
.2 one coat enamel undercoat CGSB 1- GP -38M
.3 two coats semi -gloss enamel CGSB 1- GP -57M. 1
.13 COMPLETION OF DAYS WORK
.1 Install water cut -offs at the end of each day's work. Completely remove these prior to
continuing further roofing applications.
.2 Felts should not be left exposed so that they commence to dry out.
.3 When work ceases for any reason, before roof is completed, apply a protective glaze
coat of bitumen to approval of Consultant.
.4 Temporary roofing membranes shall not be incorporated into the finished roof system.
.14 CLEAN UP
.1 Clean up as work progresses.
.2 Upon completion, remove scaffolding, temporary protections and surplus material.
.3 At the end of each work period remove debris from site, neatly stack material for use and
clean up generally.
1
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1
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1
SHEET METAL FLASHINGS 07600
' PART 1: SCOPE OF WORK
.1 RELATED WORK SPECIFIED ELSEWHERE
.2 GENERAL
1 .3 DISPOSAL
.4 SAMPLES
1 .5 WORKMANSHIP
.6 REFERENCES
1 .7 WARRANTY
1 PART 2: MATERIALS
1 .1 METAL FLASHING
.2 CAULKING
1 .3 STARTER STRIP
.4 FASTENING CLEATS
1 .5 FASTENERS
.6 FABRICATION
PART 3: EXECUTION
1 .1 GENERAL
.2 ANCHORS AND FASTENERS
1 .3 COUNTER FLASHINGS
1 .4 CAP FLASHING
.5 REGLETS
1 .6 CAULKING
.7 CLEAN UP
1
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1
SHEET METAL FLASHINGS 07600
PART 1: SCOPE OF WORK
.1 RELATED WORK SPECIFIED ELSEWHERE
.1 Section 01010: Scope of Work
.2 Section 01545: Safety Regulations 1
.3 Section 01600: Materials and Equipment
.4 Section 06100: Rough Carpentry 1
.5 Section 07312: Asphalt Shingles
.6 Section 07510: Built -Up Roofing 1
.2 GENERAL
.1 Supply and install all sheet metal starter strips, fascias, caps, counter flashings, and all
other roof related metal flashings required to complete roof installation 1
.2 Form to profiles as detailed upon the drawings, or as required to suit on -site conditions.
.3 DISPOSAL
.1 Be responsible for the safe disposal of all debris from the job site, in accordance to
Section 02070.
. 4 SAMPLES
.1 Upon request, submit samples of sheet metal flashings specified before proceeding with
the work, showing proposed method of shaping, forming, jointing, and fastening.
.2 Submit samples if approval of substitutions is requested.
. 5 WORKMANSHIP
.1 Sheet metal flashing work shall be carried out in accordance with the best standard 1
practices; with joints locked, cleated, caulked as required, and exposed edges hemmed.
Ample allowance shall be made in all work for expansion and contraction.
.2 Mitered corners shall be straight and true to profiles shown on drawings, with flat
surfaces free of distortion and free of face nailing.
1
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1
SHEET METAL FLASHINGS 07600
.6 REFERENCES
.1 Standard practices, unless otherwise noted herein shall be deemed to constitute
recommended procedures in S.M.A.C.C.N.A Architectural Manual.
1
.7 WARRANTY
.1 Remedy all defects in the new roofing system and related membrane flashing installed
hereunder which appear within a period of two (2) years from the date of final completion.
.2 Make all necessary repairs and replacements within forty -eight (48) hours of receipt of
written notification.
.3 Provide a written warranty confirming above, issued on corporate letterhead, signed and
sealed by an authorized signing officer of the company.
.4 Nothing contained in this article shall be construed as in any way restricting or limiting the
1 liability in common law and statutory liability of the Contractor.
PART 2: MATERIALS
.1 METAL FLASHING
.1 Metal flashing shall be 24 gauge commercial galvanized to ASTM Specifications A526M.
Coating designation G90, PPD 5000 Series from standard colour chart. Paint finished to
match existing colour or as requested by the Owner and /or Consultant.
.2 CAULKING
.1 Sealing compound, one component Polyurethane base caulking compound to
CAN /CGSB 19.13 -M87. Standard of Acceptance shall be Sternson RC -1 as
manufactured by Sternson Construction Products.
' .3 STARTER STRIP
.1 Starter strips to be manufactured from the same type of material used for metal flashings,
and shall be similar 24 gauge minimum thickness.
.4 FASTENING CLEATS
' .1 Fastening cleats to be manufactured from the same type of material used for cap and
counter flashings, and shall be a minimum thickness of 22 gauge.
1
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SHEET METAL FLASHINGS 07600
.5 FASTENERS
.1 Nails to CSA B111-1974 (R2003); galvanized for exterior work.
.2 Cadmium plated screws, coloured head. 1
.6 FABRICATION
.1 Fabricate cap flashings, counter flashings, closures, starter strips and other
miscellaneous sheet metal work with pre- finished sheet metal in general accordance with
applicable CRCA 'FL' series specifications and / or as indicated on Drawings.
.2 Use competent mechanics and work accurately to details indicated and as herein
specified.
.3 Fabricate cap flashings, starter strips and base counter flashing less than 12" (300 mm)
in height in 96" (2400 mm) maximum lengths. Form counter flashings between 12"
(300 mm) and 24" (600 mm) in height in 48" (1200 mm) maximum lengths. 1
.4 Provide a counter flashing and an intermediate vertical flashing where the cap flashing is
greater than 24" (600 mm) above the top of the roof membrane. Form vertical flashings in
48" (1200 mm) maximum lengths.
.5 Provide an "S- Lock" joint at all end joints and at all horizontal joints between the cap
flashing and the vertical flashing and between the vertical flashing and the base counter
flashing.
.6 Miter and form standing seams at all corners. Make allowance for movements at joints.
.7 Hem all exposed edges a least 1 /" (13 mm) for appearance and stiffness.
.8 Form sections square, true and accurate to size, free from distortion, oil canning and
other defects detrimental to appearance or performance.
.9 Apply isolation coating to metal surfaces to be embedded in concrete or mortar joints.
PART 3: EXECUTION
.1 GENERAL 1
.1 Metal flashing shall be as detailed supplemented by recommendations on
S.M.A.C.C.N.A. Architectural Manual.
.2 All free edges of metal flashing shall be strengthened by a fold at least 1/2" (13 mm)
wide, set out slightly and presenting a straight line and neat finish.
1
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1 SHEET METAL FLASHINGS 07600
.3 Metal shall be formed on a bending brake, shaping trimmed and hard seaming shall be
I done on a bench, as far as practical, with proper sheet metal working tools. Angles of
bends and folds for interlocking metal shall be made with full regard to expansion and
contraction to avoid buckling or fullness in service and to avoid damaging surfaces of
metal.
I .4 Dry joints are to be tight but not dented so as to permit slight adjustments of sheets and
yet remain watertight.
1 .5 Lock seams at all corners.
1 .2 ANCHORS AND FASTENERS
.1 Space exposed fasteners evenly and in an organized pattern, keep number to a
I minimum. Where exposed to view, use metal fasteners of the same material, colour,
texture, and finish as the metal on which they occur. Obtain approval before installing
any exposed fasteners.
1 .3 COUNTER FLASHINGS
I . 1 Install metal counter flashings as soon as possible after membrane flashings are in place
and accepted by the Consultant.
I .2 Counter flashing shall have a crimped bottom edge, stiffening break, and shall extend
down verticals as detailed.
.3 Where detailed, turn top edge of flashing into walls, secure with a lead wedge, or friction
1 fit pins into reglet and caulk joint at wall.
.4 Secure sections of metal in S -lock joints and all for sufficient expansion and contraction
I between each piece.
5 Secure metal counter flashing a minimum of 1-0" (300 mm) above roof membrane. Use
fasteners of sufficient length to penetrate at least 1" (25 mm) into substrate.
1
.4 CAP FLASHING
1 .1 Supply and install continuous metal starter strips, secure at 2' -0" (600 mm) o.c. maximum
2" (50 mm) above drip edge, with fastener of sufficient length to penetrate a minimum of
1" (25 mm) into substrate.
I .2 Supply and install metal cleats at 2' - 0" (600 mm) o.c. and as detailed. Use fasteners of
sufficient length to penetrate a minimum of 1" (25 mm) into substrate.
1 .3 Use concealed fasteners except where approved by the Consultant.
.4 Secure sections of metal in S-Iock joints, and allow for sufficient expansion and
1 contraction between each piece.
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SHEET METAL FLASHINGS 07600
.5 Form cap flashings to profiles as shown on the detail drawings. Ensure positive drainage
to the interior (roof surface) areas.
.5 REGLETS
.1 Reglets that are not of sufficient height are not to be used. New reglets are to be cut at
suitable height and are to be a minimum of 1/2" (13 mm) wide and 3/4" (19 mm) deep.
.2 For existing reglets greater than 1' -6" (450 mm) above the membrane, clean out and
secure new metal flashing and caulk. (Minimum height shall be 1' -6" (450 mm) or as
detailed).
.6 CAULKING
.1 Install caulking in accordance with manufacturer's latest recommendations.
.2 Provide polyethylene backer rod for reglets greater than 1/2" (13 mm) wide and 3/4" (19
mm) deep, prior to installing caulking compound.
.3 Tool finish to the satisfaction of the Consultant.
.7 CLEAN UP
.1 Finished sheet metal flashing work shall be clean and left in a neat, workmanlike
condition. Adjoining materials shall be properly cleaned of soil caused by this trade.
Debris and soil shall be removed from site to the satisfaction of the Consultant.
1
1
1
1
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Ii i EXISTING SCUPPER -
1 2013APR05 RE- ISSUED FOR TENDER M.W.L. J.F.C.
\\\ 0 2012SEPT2T ISSUED FOR TENDER MVV.L. J :F.C.
\ A 2012AUG14 ISSUED FOR CLIENT REVIEW S.W./M.L. J.F.C.
■ REV DATE DESCRIPTION DWN/CHK APPD
DISCLAIMER:
CONTRACTOR TO REVIEW DRAWINGS AND VERIFY DIMENSIONS ON SITE.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO PROCEEDING
WITH CONSTRUCTION AND /OR SHOP FABRICATION.
ALL DRAWINGS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY
OF NA ENGINEERING INC. REPRODUCTION OF DRAWINGS AND RELATED
DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT WRITTEN
Q PERMISSION FROM NA ENGINEERING ASSOCIATES INC.
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DRAWING TITLE:
ROOF PLAN
CLIENT PROJECT NO: DWN: CHK: APPROVED BY:
2012 -09 S.J.W. M.W.L. J.F.C.
DATE. OF ISSUE: FILE NO: SUPV DESIGN ENG:
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KINCARDINE LIBRARY ROOF,
GUARDRAIL AND HVAC PROJECT
727 QUEEN STREET
KINCARDINE, ON
DRAWING TITLE:
ROOF DETAILS
CLIENT PROJECT NO: OWN: CHK: APPROVED SY:
2012 -09 S.J.W. M.W.L. J.F.C.
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CLIENT PROJECT NO: DWN: CHK: APPROVED BY:
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ELEVATIONS AND DETAILS
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CLIENT:
MUNICIPALITY OF KINCARDINE
1475 CONCESSION 5 RR #5
KINCARDINE, ON
N2Z 2X6
PROJECT:
KINCARDINE LIBRARY ROOF,
GUARDRAIL AND HVAC PROJECT
727 QUEEN STREET
KINCARDINE, ON
DRAWING TITLE:
HVAC SPECIFICATIONS
AND SCHEDULES
CLIENT PROJECT NO: DWN: CHK: APPROVED BY: `
2012 -09 M.W.L. J.F.C. H.O.
DATE OF ISSUE: FILE NO: SUPV DESIGN ENG:
2013APR05 12 -4020 1 b -
SCALE:. SIZE: SUB - TYPE:. PROJECT NO:
AS SHOWN D 12- 4020 -CH2
- 4
CLIENT .DWG G NO:
DWG NO: REV:
M2 000