ADDITION AND RENOVATION TO THE
MARY WEBB CENTRE,
87 GOSNELL LINE, HIGHGATE, ON
PROJECT MANUAL
J&C FILE 1177
ISSUED FOR BIDS
AUGUST 11, 2016
Suite 201, 330 Richmond Street
P.O. Box 460, CHATHAM, Ontario
Tel: (519) 352-2010; Fax: (519) 352-6344
www.jordenandcook.com
FILE 1177
NOVEMBER 2015
BID CHECKLIST
BID DUE DATE
PROJECT NAME
SECTION 00 00 50
PAGE 1
September 1, 2016 no later than 2:00 p.m.
Addition and Renovation to the Mary Webb Centre,
87 Gosnell Line, Highgate, ON
NOTE: This checklist is provided for the convenience of the Bidder to ensure that all
required documents have been completed and enclosed in an envelope
clearly marked as to the contents. Please check items required and return
with your Bid










Bid deposit /bid bond
correct Bid Form (as provided)
properly signed and sealed (Corporate Seal or noted "I have the authority to Bid the Corporation")
Workplace Safety and Insurance Board Certificate included
Insurance certificate included
list of sub-contractors filled in
proposed project superintendent(s) listed
Separate Prices filled In.
number of ADDENDA received indicated on Bid Form
Allowances included in Base Bid Amount. Refer to Section 01 21 00 for amounts.
Signed by Bidder
FILE 1177
AUGUST 2016
LIST OF CONTENTS
SECTION 00 00 10
PAGE 1
Section No.
Title
No of Pages
00 00 10
00 00 50
00 20 00
00 41 50
00 45 00
00 50 00
00 70 00
00 80 00
00 90 00
DIVISION 00 – PROCUREMENT & CONTRACTING REQUIREMENTS
List of Contents
Bid Check List
Instructions to Bidders
Bid Form and Appendices
Supplemental Bid Form: Architectural
Agreement and Definititions
General Conditions
Supplementary Conditions
Administrative Instructions
4
1
6
5
2
1
1
7
2
01 00 10
01 21 00
01 24 00
01 25 00
01 33 00
01 41 00
01 45 00
01 50 00
01 60 00
01 73 00
01 74 11
01 77 00
DIVISION 01 - GENERAL REQUIREMENTS
General Requirements
Allowances
Separate Prices
Contract Modifications
Submittal Procedures
Testing Laboratory Services
Quality Control
Temporary Facilities
Common Product Requirements
Execution
Cleaning
Closeout Submittals
2
1
2
2
5
1
3
3
5
2
2
8
02 60 00
DIVISION 02 EXISTING CONDITIONS
Demolition
2
DIVISION 03 – CONCRETE – Refer to Drawings
04 05 00
04 05 12
04 05 19
04 05 23
04 22 00
DIVISION 04 – MASONRY
Masonry Procedures
Mortar and Grout for Masonry
Masonry Anchorage and Reinforcing
Masonry Accessories
Unit Masonry
3
2
5
2
5
05 50 00
DIVISION 05 – METALS
Miscellaneous Metals
2
06 10 00
06 40 00
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
Rough Carpentry
Cabinetry and Millwork
4
3
FILE 1177
AUGUST 2016
LIST OF CONTENTS
SECTION 00 00 10
PAGE 2
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 21 13
07 21 16
07 21 20
07 21 29
07 26 00
07 27 00
07 31 13
07 62 00
07 84 00
07 90 00
Board Insulation
Blanket Insulation
Low Expanding Foam Sealant
Sprayed Urethane Foam Insulation
Vapour Retarders
Air Barriers
Shingles
Sheet Metal Flashing and Trim Roof Accessories
Firestopping
Joint Sealing
2
2
2
3
3
3
3
4
3
5
DIVISION 08: OPENINGS
08 11 00
08 12 00
08 21 00
08 52 10
08 71 00
08 80 00
Metal Doors and Frames
Aluminum Doors and Frames
Wood Doors
Aluminum Windows
Finish Hardware
Hardware List
Glazing
3
6
3
5
1
10
2
DIVISION 09 – FINISHES
09 11 00
09 13 00
09 25 00
09 33 00
09 34 00
09 66 00
09 90 00
Metal Stud Systems
Acoustical Ceiling System
Gypsum Board
Porcelain Tile
Marble Window Stools
Resilient Tile Flooring
Painting
2
3
4
2
2
3
10
DIVISION 10 – SPECIALTIES
10 16 00
10 28 00
10 80 00
Metal Toilet Partitions
Toilet and Bath Accessories
Washroom Accessories
4
4
3
DIVISIONS 11 – 13 not used
DIVISION 14 – CONVEYING SYSTEMS
14 75 00
LU/LA Elevator
9
DIVISIONS 15 – 19 not used
DIVISION 20 – MECHANICAL
20 01 01
20 05 00
20 05 30
20 05 48
General Requirements
Common Work Results
Supports and Anchors
Vibration Controls
9
22
3
5
FILE 1177
AUGUST 2016
20 07 19
20 90 50
LIST OF CONTENTS
SECTION 00 00 10
PAGE 3
Piping Insulation
Mechanical-Electrical Equipment Schedule
7
1
DIVISION 21 – FIRE SUPPRESSION
21 00 01
21 10 00
Supplementary Bid Form
Portable Fire Extinguishers
1
2
DIVISION 22 – PLUMBING
22 00 01
22 05 93
22 11 13
22 11 19
22 14 13
22 30 00
22 40 00
Supplementary Bid Form
Testing, Adjusting and Balancing
Fuel Gas Piping
Plumbing Specialties
Plumbing Piping
Plumbing Equipment
Plumbing Fixtures and Trim
2
6
3
6
9
2
8
DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING (HVAC)
23 00 01
23 05 14
23 05 93
23 07 13
23 31 00
23 32 48
23 33 00
23 34 00
23 36 00
23 37 00
23 38 13
23 74 00
Supplementary Bid Form
Variable Frequency Drives
Testing, Adjusting and Balancing
Duct Insulation
Ductwork
Sound Attenuators
Air Duct Accessories
HVAC Fans
Air Terminal Units
Air Outlets and Inlets
Exhaust Hoods
Packaged Rooftop Air Conditioning Units
2
5
8
6
8
4
6
5
2
3
2
5
DIVISION 26 – ELECTRICAL
26 03 00
26 03 05
26 03 15
26 04 10
26 04 25
26 05 25
26 05 30
26 05 40
26 05 55
26 05 60
26 05 66
26 06 25
26 06 35
26 06 40
26 08 05
26 08 10
26 08 15
26 08 16
Electrical Work General Requirements
Basic Electrical Materials and Methods
Electrical Work Testing
Underground Cable Ducts and Ductbank
Conductor (0-1000 Volts)
Distribution Panelboards
Grounding and Bonding
Contactors
Motor Starters
Disconnect Switches
Wiring for Mechanical Work
Boxes
Wiring Devices
Branch Circuit Panelboards
Building Interior Lighting
Building Exterior Lighting
Exit Lights
Emergency Lighting
12
11
3
2
3
2
2
2
2
1
1
2
3
2
4
3
2
2
FILE 1177
AUGUST 2016
26 08 20
26 10 20
26 10 30
LIST OF CONTENTS
Digital Occupancy and Daylight Control System
Electric Heaters
Emergency Call Systems
SECTION 00 00 10
PAGE 4
7
2
3
DIVISION 27 – COMMUNICATIONS
27 20 00
Communications
2
DIVISION 28 – ELECTRONIC SAFETY & SECURITY
28 31 00
Fire Alarm System
DIVISIONS 29 – 30 Not Used
DIVISION 31 – EARTHWORK
31 23 33
32 92 15
Excavating, Backfilling, Trenching and Rough Grading
Seeding, Sodding and Fine Grading
DIVISIONS 32 – 46 Not Used
END OF SECTION
5
4
FILE1177
AUGUST 2016
1.1
INSTRUCTIONS TO BIDDERS
SECTION 00 20 00
PAGE 1 OF 6
BID CALL
.1
Offers signed under seal, executed, and dated will be received by Jorden & Cook
Architect Ltd., Suite 201, 330 Richmond Street, Chatham, Ontario no later than 2:00
p.m. local time, as designated by the Consultant’s time clock, on September 1, 2016,
for Addition and Renovations to Mary Webb Centre, 87 Gosnell Line, Highgate,
ON.
.1
.2
.3
.4
1.2
Bids will be opened and reviewed privately.
Amendments to the submitted offer will be permitted if received in writing
prior to bid closing and if endorsed by the same party or parties who signed
and sealed the offer.
General Contract Bidders will be invited to submit a Bid. No additions to the
List of Bidders will be made after the project is Issued for Bids.
Submit the Supplementary Bid information, as requested in 2.9, to the offices
of the Consultant, Jorden & Cook Architect Ltd. 330 Richmond Street, Suite
201, Chatham, Ontario, by Noon local time on September 2, 2016.
INTENT
.1
1.3
The intent of this bid call is to obtain an offer to perform work to complete the Addition
and Renovations to Mary Webb Centre, 87 Gosnell Line, Highgate, ON for a Stipulated
Price contract, in accordance with the Contract Documents.
CONTRACT DOCUMENTS IDENTIFICATION
.1
The Contract Documents are identified as Project Number 1177 as prepared by the
Consultant, Jorden & Cook, Architect Ltd located at 330 Richmond Street, Suite 201,
Chatham, Ontario and as listed in the Project Manual.Contract and Bid Documents
1.4
DEFINITIONS
.1
Contract Documents: as defined in the Contract.
1.5
AVAILABILITY
.1
Bid Documents are made available only for the purpose of obtaining offers for this
project. Their use does not confer a license or grant for other purposes.
.2
Bid documents will be made available electronically through the Consultant’s FTP site.
.3
Invited General Contract Bidders will be asked to provide contact information to the
Consultant.
1.6
EXAMINATION
.1
Bid Documents may be viewed at the offices of the Owner or the Consultant, Jorden &
Cook, Architect Ltd.
.2
Upon receipt of Bid Documents verify that documents are complete; notify Consultant
should the documents be incomplete.
FILE1177
AUGUST 2016
.3
INSTRUCTIONS TO BIDDERS
SECTION 00 20 00
PAGE 2 OF 6
Immediately notify the Consultant upon finding discrepancies or omissions in the Bid
Documents.
1.7
QUERIES AND ADDENDA
.1
Direct questions to the Consultant, Jorden & Cook, Architect Ltd attention MrStephen
Houston at 519-352-2010, or by e-mail: stephen@jordenandcook.com
.2
Addenda may be issued during the bidding period. All addenda become part of the
Contract Documents. Include costs in Bid Price.
.3
Verbal answers are only binding when confirmed by written addenda.
.4
Clarifications requested by Bidders must be in writing not less than 5 calendar days
before date set for receipt of bids. The reply will be in the form of an addendum, a copy
of which will be forwarded to known Bidders no later than 2 calendar days before
receipt of bids.
1.8
UNSOLICITED ALTERNATIVES DURING BIDDING
.1
Where Bid Documents stipulate a particular Product, requests to use unsolicited
alternatives will not be considered by the Consultant, Jorden & Cook, Architect Ltd less
than 9 calendar days before receipt of bids.
.2
When a request to use an unsolicited alternative is made, the Consultant may approve
the unsolicited alternative and will issue an Addendum to known Bidders.
.3
When requesting an alternative to specified Products, include any changes required in
the Work to accommodate such unsolicited alternatives. A later claim by the Bidder for
an addition to the Contract Price resulting from changes in the Work necessitated by
use of unsolicited alternative Products will not be considered.
.4
Product or system alternatives proposed by Bidders at the time of receipt of bids may
be considered by Consultant if submitted as an attachment to the Bid Form.
Unsolicited alternatives not approved in writing by the Consultant prior to the receipt of
bids shall not be included in the Bid Price.
.5
Requests for unsolicited alternatives submitted with the Bid Form will be evaluated and
will be either included in, or excluded from, the Contract. The Consultant will be the
sole judge as to their acceptability.
.6
Provide sufficient information to enable the Consultant to determine acceptability of
unsolicited alternatives. Include information identifying:
.1
.2
.3
.4
.5
.6
Compliance with codes and standards.
Compatibility with contiguous materials and systems.
Product history.
Corporate history.
Life cycle costing.
Environmental considerations.
FILE1177
AUGUST 2016
INSTRUCTIONS TO BIDDERS
SECTION 00 20 00
PAGE 3 OF 6
.7
Provide complete information on required revisions to other work to accommodate each
unsolicited alternative, and the dollar amount of additions to or reductions from the Bid
Price, including revisions to other work.
.8
Unless requests to use unsolicited alternatives are submitted prior to, or as part of the
bid submission, and subsequently accepted, provide the specified Products or
assemblies.
.9
Prior approval to submit unsolicited alternatives is not required.
MANDATORY SITE EXAMINATION AND BIDDERS’ BRIEFING
1.9
.1
2
A mandatory Site Examination and Bidders' Briefing has been scheduled for August
18, 2016 beginning at 10:00 a.m. All interested parties will meet at the front door of
Mary Webb Centre, 87 Gosnell Line, Highgate, ON. The site may not be available
for viewing at any other time. All Contractors and major subtrade tenderers and
suppliers are invited. Bids will not be accepted from General Contract Bidders who do
not attend the Mandatory Site Examination and Bidders' Briefing. Attendance is
recommended, but not mandatory, for Subcontractors.
Bid Submission
2.1
BID INELIGIBILITY
.1
Bids that are unsigned, improperly signed or sealed, conditional, illegible, obscure,
contain arithmetical errors, erasures, alterations, or irregularities of any kind may, at the
discretion of the Owner, be declared informal.
.2
Bids with Bid Forms and enclosures which are improperly prepared may, at the
discretion of the Owner, be declared informal.
.3
Bids that fail to include the security deposit, consent of surety, may, at the discretion of
the Owner, be declared informal.
.4
Bids based upon prices seeming to be so unbalanced as to adversely affect the
interests of the Owner may, at the discretion of the Owner, be declared informal.
.5
Bids based upon an unreasonable period of time for completion of the Work may, at the
discretion of the Owner, be declared informal.
.6
Bids are by invitation only from a list of prequalified Bidders. Bids received from
unsolicited Bidders shall be returned unopened.
2.2
SUBMISSIONS
The following documents must be submitted at the time of closing:
.1
Submit one original signed copy of Stipulated Bid Form as furnished by the Consultant,
fully filled out in ink or typewritten with signature in longhand. Signatures shall be those
of the authorized officers of the corporation;
FILE1177
AUGUST 2016
INSTRUCTIONS TO BIDDERS
SECTION 00 20 00
PAGE 4 OF 6
.2
Submit a Bid Bond from a licensed Canadian Surety Company authorized to do
business in the Province of Ontario in the amount of: Ten percent (10%) of the
Stipulated Price Bid. Note: The Bid Bond shall specify 10% of the stipulated Price Bid,
not a dollar value;
.3
Submit an Agreement to Bond from a licensed Canadian Surety Company authorized
to do so in the Province of Ontario.
.4
Enclose the Stipulated Bid Form, the Bid Bond and the Agreement to Bond together
within a single sealed self- addressed envelope marked as follows:
Bid Form
Addition and Renovations to
Mary Webb Centre
87 Gosnell Line, Highgate, ON.
Ensure the Company Name (Bidder) and Address is clearly marked on outside of
envelope.
The Owner/Owner’s representative will open the Bid and should the Bid Bond &
Agreement to Bond meet the specifications as required, the Owner will then accept the
executed Bid Form. In the event the Bid Security, Bid Bond & Agreement to Bond do
not comply with the specifications as required, the Bid will be deemed non-compliant
and the Bid Form will be returned to the Bidder by registered mail.
2.3
Bid Enclosures/ Requirements
.1
Security Deposit
.1
.2
.3
.4
.2
Bids shall be accompanied by a security deposit as follows: Bid bond in the amount
of Ten Percent of the Base Bid.
Endorse the Bid Bond in the name of the Owner as obligee, signed and sealed by the
principal (Contractor) and surety. If the bidder attempts to withdraw the bid within 60
days after the date on which the bids are called, his Bid Bond may, at the option of
the Owner, be retained and used by the Owner. If the bid is accepted and the
contractor fails to execute the said formal contract within 10 days after notice is given
by the Owner, his Bid Bond may, at the option of the Owner, be retained and used by
the Owner. Retention and use of Bid Bonds, as herein provided, shall not be
deemed to be a penalty, but shall be deemed to be consideration to the owner for
inviting and considering the bid and as part of payment of liquidated damages and
cost which shall be deemed to be the difference between the bidder's bid and the
amount of the next lowest bid acceptable to the Owner.
The security deposit will be returned after delivery to the Owner of the required
Performance and Labour and Materials Bonds by the accepted bidder.
If no contract is awarded, all security deposits will be returned.
Agreement to Bond
.1
Submit with the Bid Form and Bid Bond, a Agreement to Bond, stating that the
surety providing the Bid Bond is willing to supply the Performance Bond required.
.2
Include the cost of bond in the Bid Price.
FILE1177
AUGUST 2016
.3
INSTRUCTIONS TO BIDDERS
SECTION 00 20 00
PAGE 5 OF 6
Performance Assurance
.1
.2
2.4
The accepted bidder shall submit a Performance Bond and Labour and Materials
Bond each in the amount of 50% of the Contract Amount.
Include the cost of bonds in the Bid Price.
INSURANCE
.1
Provide a signed standard form provided by the Contractor's insurance company or
broker stating its intention to provide insurance to the Bidder in accordance with the
insurance requirements of the Contract Documents.
2.5
TAXES
.1
Include all applicable government taxes in the Bid Price, with amount of Value Added
Taxes payable shown separately.
.2
Refer to the General and Supplementary Conditions for procedures for tax rebate claims
by the Owner.
2.6
BID FORM REQUIREMENTS
.1
The Owner requires that the Work be completed as quickly and expeditiously as possible.
2.7
BID FORM SIGNING
.1
Sign and seal the Bid Form prior to submission using the most appropriate of the
following methods:
.1
.2
.3
.4
2.8
Sole Proprietorship: signature of sole proprietor in the presence of a witness who
will also sign. Insert the words "Sole Proprietor" under the signature. Affix seal if
deemed necessary by local practice.
Partnership: signature of all partners in the presence of a witness who will also
sign. Insert the word "Partner" under each signature, and affix seal to each
signature if deemed necessary by local practice.
Limited Company: signature of the duly authorized signing officer(s). Insert under
each signature the officer's capacity to act on behalf of the company. Affix the
corporate seal. If the bid is signed by officials other than the President and
Secretary of the company, or the President-Secretary- -Treasurer of the
company, a copy of the by-law resolution of the Board of Directors authorizing
them to do so, must also be submitted with the Bid in the Bid envelope.
Joint Venture: each party of the joint venture shall execute the Bid under their
respective seals in a manner appropriate to such party as described above,
similar to the requirements of a Partnership.
BID FORM SUPPLEMENTS
.1
Submit the following Bid Form Supplements with the Bid at the time of Bid closing:
.1
Appendix A - List of Subcontractors: include the names of all Subcontractors and
the portion(s) of the Work the Bidder will perform.
FILE1177
AUGUST 2016
INSTRUCTIONS TO BIDDERS
.2
.3
.4
2.9
.1
Part 3
SECTION 00 20 00
PAGE 6 OF 6
Appendix B - List of Bid Documents: a complete listing of all documents and
information issued, by which the Bid Price was derived.
Appendix C – Proposed Project Superintendent
Appendix D – Separate Prices
SUPPLEMENTAL BID FORMS
Complete and submit the documents listed below to the Consultant, Jorden & Cook
Architect Ltd. by fax, email or in person, before NOON on September 2, 2016.
.1
Supplementary Bid Form: Architectural
.2
Supplementary Bid Form: Mechanical
.3
Supplementary Bid Form: Electrical
Offer Acceptance Or Rejection
2.1
DURATION OF OFFER
.1
2.2
Bids shall remain open to acceptance and shall be irrevocable for a period of Sixty (60)
days after the bid closing date.
ACCEPTANCE OF OFFER
.1
The Owner reserves the right to waive irregularities and omissions, to reject any or all
bids, or to accept any bid should it be deemed by the Owner in its sole and absolute
discretion to be in its best interest to do so.
.2
Bidders expressly waive any right to make any claim against the Owner for any matter
arising from the Owner exercising its rights, as stated above.
.3
After acceptance by the Owner, the successful Bidder will be notified in writing.
.4
After a bid has been accepted bid securities will be returned to the unsuccessful bidders.
END OF SECTION
SECTION 00 41 50
PAGE 1 OF 6
BID FORM
Project:
Addition and Renovation to the Mary Webb Centre
87 Gosnell Road, Highgate, ON
Project #:
1177
From (Bidder):
(company name)
(street address or postal box number)
(city / town, province, and postal code)
To (Owner):
The Trustees of Mitchell Congregation of the United Church
We, the undersigned, having examined the Bid Documents for the above named project/contract,
including Addendum Number(s)
and having visited the Places of the Work; hereby offer to
perform the Work in accordance with the Bid Documents for the Stipulated Price of:
$
in Canadian dollars, including Allowance Amounts but excluding Harmonized Sales Tax (HST)
HST Payable on Stipulated Price at 13% is:
$
in Canadian dollars
The sum of the Stipulated Price plus Harmonized Sales Tax (HST) is:
$
in Canadian dollars
We, the undersigned declare that:
a) we agree to attain Substantial Performance on or before
b) we have arrived at this bid without collusion with any competitor,
c) this Bid is open to acceptance by the Owner for a period of 60 (Sixty) days from the date of bid
closing, and
d) all bid form supplements called for by the Bid Documents form an integral part of this bid.
e) We have included Allowances in accordance with Section 01 21 00 in our Stipulated Price.
.
SECTION 00 41 50
PAGE 2 OF 6
BID FORM
Project:
Addition and Renovation to the Mary Webb Centre
87 Gosnell Road, Highgate, ON
Project #:
1177
Signatures
Signed and submitted by:
(company name)
(name and title of authorized signing officer)
(signature of authorized signing officer)
(name of witness)
(signature of witness)
Dated this
day of
Note: affix corporate seal as required by Bid Documents.
_, 20
.
SECTION 00 41 50
PAGE 3 OF 6
APPENDICES TO BID FORM
Addition and Renovation to the Mary Webb Centre,
87 Gosnell Road, Highgate, ON
Project No.:
1177
From (Bidder):
(Company Name)
APPENDIX A - LIST OF SUBCONTRACTORS
We, the above named Bidder, propose to use for the above named project / contract, the Subcontractors
named below:
Division or Section of Work
Name of Subcontractor
Demolition
.......................................................................................................................................................
Excavation,
Backfill .........................................................................................................................................
Site
Services
Asphalt
Paving
...................................................................................................................................................
................................................................................................................................................
Concrete..........................................................................................................................................................
Masonry...........................................................................................................................................................
Rough Carpentry
.............................................................................................................................................
Finish Carpentry & Cabinetry ..........................................................................................................................
Shingle
Roofing ...............................................................................................................................................
Aluminum Windows, Doors, Frames and Glazing ..........................................................................................
Gypsum Board and Acoustic Tile....................................................................................................................
Resilient Flooring and Rubber Base ...............................................................................................................
Porcelain Tile Flooring/Base....................................................................................................................................
Painting
...........................................................................................................................................................
Elevator ………………………………………………………………………………………………………………
Plumbing
HVAC
.........................................................................................................................................................
..............................................................................................................................................................
Electrical..........................................................................................................................................................
End of Appendix A
SECTION 00 41 50
PAGE 4 OF 6
APPENDICES TO BID FORM
Addition and Renovation to the Mary Webb Centre,
87 Gosnell Road, Highgate, ON
Project No.:
1177
From (Bidder):
(Company Name)
APPENDIX B - LIST OF BID DOCUMENTS
We, the above named Bidder, have based our bid on the following Bid Documents.
Drawings
As indicated on Drawing G-100
Specifications
As indicated in Specification Section 00 00 10, List of Contents
End of Appendix B
SECTION 00 41 50
PAGE 5 OF 6
APPENDICES TO BID FORM
Addition and Renovation to the Mary Webb Centre,
87 Gosnell Road, Highgate, ON
Project No.:
1177
From (Bidder):
(Company Name)
APPENDIX C – BIDDER’S PROJECT SUPERINTENDENT
NOTE: The Owner requires a full time superintendent with a minimum of 5 years supervisory experience
to be on site for the duration of the project. Indicate the proposed personnel and their experience
in the table below. More than one name may be listed if the Bidder has more than one qualified
employee, but only one person shall have the responsibility for supervising the project on site.
Supervisory experience with firms other than the Bidder’s is acceptable to include on the list.
NAME
FIRM/POSITION
End of Appendix C
QUALIFICATIONS/EXPERIENCE
SECTION 00 41 50
PAGE 6 OF 6
APPENDICES TO BID FORM
Addition and Renovations to Mary Webb Centre
87 Gosnell Line, Highgate, ON
JCA File 1177
From (Bidder): ______________________________________________________________
(Company Name)
APPENDIX D - SEPARATE PRICES
We, the above named Bidder, offer the Separate Prices requested below. The amount to be added to, or
deducted from, our base bid price (as entered in the Bid Form) is entered for each Separate price
requested. All Separate prices exclude Harmonized Sales Tax (HST). If there is no change to the base
bid price for a Separate Price, we have so indicated. If there is no amount listed following the
“Description of Separate Price”, it will be understood the value is “NIL” or “ZERO” as an amount to be
added to or deducted from the base bid price. It is understood that:
a) the Owner may select and accept in its sole and absolute discretion any of the Separate Prices in
any order or combination, including all or none,
b) Separate Prices selected and accepted by the Owner in its sole and absolute discretion, will be
taken into account in determining the lowest bidder,
c) Separate Prices are open for acceptance by the Owner for the same period of time as the base
bid price,
d) the Work of the Contract and the Contract Price will reflect the Separate Prices, if any, selected
and accepted by the Owner as aforesaid at the time of Contract Award, and
e) acceptance of any Separate Prices will not affect the base bid contract completion time, unless
we have specifically indicated an increase or decrease in time, in number of days, on account of
a particular Separate Price.
Description of Separate Price
Amount to Add to Stipulated Price ($)
SEPARATE PRICE A
Provide paved parking lot complete with curbs,
Gutter and Walkways as indicated on drawings........................................................................................
END OF APPENDIX D
FILE 1177
AUGUST 2016
Project:
1.1
SUPPLEMENTAL BID FORM
ARCHITECTURAL
SECTION 00 45 00
PAGE 1 of 2
Addition and Renovations to
Mary Webb Centre
87 Gosnell Line, Highgate, ON
NAME OF GENERAL
CONTRACTOR____________________________________________________
ADDRESS ________________________________________________________
AFFIX SEAL
1.2
SUBMITTAL
.1
Each General Contract Bidder shall submit this Supplementary Bid Form in full
within the time prescribed in the Instructions to Bidders, to the office of Jorden & Cook
Architect Ltd.
1.3
UNIT PRICES
.1
The following are Unit Prices for the units of work listed hereunder. The Unit Prices listed apply to
performing the units of work only during the time scheduled for such work in the project schedule.
These prices do not include Value Added Taxes.
Description of Work
Description of Work
1.
Excavating and Backfilling
.1
Bulk Excavation - per cubic foot
Extra $_______________________
.2
Trench Excavation - per cubic foot
Extra $_______________________
.2
Credit $______________________
Credit $______________________
Fill Materials - supply, place and compact:
.1
Fill Granular "A" - per cubic foot
Extra $_______________________
.2
Credit $______________________
Fill Granular "B" - per cubic foot
Extra $_______________________
Credit $______________________
FILE 1177
AUGUST 2016
Project:
SUPPLEMENTAL BID FORM
ARCHITECTURAL
SECTION 00 45 00
PAGE 2 of 2
Addition and Renovations to
Mary Webb Centre
87 Gosnell Line, Highgate, ON
Description of Work
.3
Cast In Place Concrete
.1
Formwork in Footing - per square foot
Extra $_______________________
.2
Formwork in Walls - per square foot
Extra $_______________________
.3
Credit $______________________
Lean Concrete Fill - 15 Mpa - per cubic foot
Extra $_______________________
.4
Credit $______________________
Concrete in Walls - 25 Mpa - per cubic foot
Extra $_______________________
.4
Credit $______________________
Credit $______________________
Concrete Reinforcement per lb.
Extra $_______________________
END OF SECTION
Credit $______________________
FILE 1177
AUGUST 2016
AGREEMENT AND DEFINITIONS
PART 1
GENERAL
1.1
AGREEMENT
.1
1.2
SECTION 05 20 00
PAGE 1 OF 1
CCDC 2 - 2008, Stipulated Price Contract, as amended below, forms the basis of
Agreement between the Owner and Contractor, including Definitions of specific words
and terms.
SUPPLEMENTARY DEFINITIONS
.1
Add a new Definition for Bid Documents, as follows: "The Bid Documents shall consist of
the Contract Documents, Instructions to Bidders, Geotechnical Report, Bid Form, and
other information issued for the benefit of bidders."
END OF SECTION
FILE 1177
AUGUST 2016
GENERAL CONDITIONS
SECTION 00 70 00
PAGE 1 OF 1
PART 1 - GENERAL
1.1
GENERAL CONDITIONS
.1
1.2
The General Conditions of CCDC 2 - 2008, Stipulated Price Contract is the General
Conditions between the Owner and Contractor.
SUPPLEMENTARY CONDITIONS
.1
Refer to Document 00800 - Supplementary Conditions for amendments to these General
Conditions.
END OF SECTION
FILE 1177
AUGUST 2016
SUPPLEMENTARY CONDITIONS
SECTION 00 80 00
PAGE 1 OF 7
The Standard Construction Document for Stipulated Price Contract, 2008 English version, consisting of
the Agreement Between Owner and Contractor, Definitions, and General Conditions of the Stipulated
Price Contract, Parts 1 to 12 inclusive, governing same is hereby made part of these Contract
Documents, with the following amendments, additions and modifications. Where these amendments,
additions, and modifications specifically reference a change to the Agreement, Definitions, or General
Conditions, these amendments, additions and modifications shall govern for Addition and Renovation
to the Mary Webb Centre, 87 Gosnell Road, Highgate, ON
1.
The Owner is The "Owner" is
2.
ARTICLE A-5, PAYMENT:
.1
Insert Ten Percent (10%) in Paragraph 5.1
.2
Insert “Bank of Canada” in Paragraph 5.3
3.
ARTICLE A-6 — RECEIPT AND ADDRESSES FOR NOTICES IN WRITING
Delete Article A-6.1 and substitute new article 6.1:
Notices in Writing between the parties or between them and the Consultant shall be considered
to have been received by the addressee on the date of receipt if delivered by hand or by
commercial courier or if sent during normal business hours by fax and addressed as set out
below. Such Notices in Writing will be deemed to be received by the addressee on the next
business day if sent by fax after normal business hours or if sent by overnight commercial courier.
Such Notices in Writing will be deemed to be received by the addressee on the fifth Working Day
following the date of mailing, if sent by pre-paid registered post, when addressed as set out
below. 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.
4.
ARTICLE A-7, LANGUAGE OF THE CONTRACT: Delete Sentence 7.1
5.
DEFINITIONS
6.
7.
.1
Add the following definition:
19a. Submittals
Submittals are documents or items required by the Contract Documents to be provided
by the Contractor, such as:
- Shop Drawings, samples, models, mock-ups to indicate details or characteristics, before
the portion of the Work that they represent can be incorporated into the Work; and
- As-built drawings and manuals to provide instructions to the operation and maintenance
of the Work.
1
GENERAL
1.1
Where a General Condition or paragraph of the General Conditions of the Stipulated
Price Contract is deleted by these Supplementary Conditions, the numbering of the
remaining General Conditions or paragraphs shall remain unchanged, and the numbering
of the deleted item will be retained, unused.
GC 1.1 CONTRACT DOCUMENTS
.1
.2
Add to the end of subparagraph 1.1.2.2
Except where the Consultant shall be indemnified as a third party beneficiary as provided
in subparagraphs 9.2.7.4, 9.5.3.4 and in 12.1.3.
Add new subparagraph 1.1.7.5:
1.1.7.5 In case of discrepancies, noted materials and annotations shall take precedence
over graphic indications in the Contract Documents.
FILE 1177
AUGUST 2016
.3
8.
SECTION 00 80 00
PAGE 2 OF 7
Change 1.1.8 to read: "The Contractor will be provided with Five complete sets of
Drawings and Specifications.
GC 2.2 ROLE OF THE CONSULTANT
.1
.2
9.
SUPPLEMENTARY CONDITIONS
Add at the end of paragraph 2.2.9. “The Owner and the Contractor shall waive any claims
against the Consultant arising out of the making of such interpretations and findings
made in accordance with paragraphs 2.2.7., 2.2.8. and 2.2.9”.
Delete the comma after the word “submittals” and add the words “which are provided”
before the words “in accordance” in paragraph 2.2.14.
GC 2.4 DEFECTIVE WORK
.1
Add new subparagraphs 2.4.1.1 and 2.4.1.2:
2.4.1.1 The Contractor shall rectify, in a manner acceptable to the Owner and the
Consultant, all defective work and deficiencies throughout the Work, whether or not they
are specifically identified by the Consultant.
2.4.1.2 The Contractor shall prioritize the correction of any defective work which, in the
sole discretion of the Owner, adversely affects the day to day operation of the Owner.
10.
GC 3.1 CONTROL OF THE WORK
.1
11.
GC 3.4 DOCUMENT REVIEW
.1
12.
Add new paragraph 3.1.3:
3.1.3 Prior to commencing individual procurement, fabrication and construction activities,
the Contractor shall verify, at the Place of the Work, all relevant measurements and
levels necessary for proper and complete fabrication, assembly and installation of the
Work and shall further carefully compare such field measurements and conditions with
the requirements of the Contract Documents. Where dimensions are not included or
contradictions exist, or exact locations are not apparent, the Contractor shall immediately
notify the Consultant in writing and obtain written instructions from the Consultant before
proceeding with any part of the affected work.
Delete paragraph 3.4.1 in its entirety and substitute new paragraph 3.4.1:3
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 comply with the standard of care described in paragraph
3.14.1 of the Contract. Except for its obligation to make such review and report the result,
the Contractor does not assume any responsibility to the Owner or to the Consultant for
the accuracy of the Contract Documents. The Contractor shall not be liable for damage or
costs resulting from such errors, inconsistencies, or omissions in the Contract
Documents, which the Contractor could not reasonably have discovered. 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 3.8 LABOUR AND PRODUCTS
.1
Add new paragraph 3.8.4:
3.8.4 The Contractor is responsible for the safe on-site storage of Products and their
protection (including Products supplied by the Owner and other contractors to be installed
under the Contract) in such ways as to avoid dangerous conditions or contamination to
the Products or other persons or property and in locations at the Place of the Work to the
FILE 1177
AUGUST 2016
SUPPLEMENTARY CONDITIONS
SECTION 00 80 00
PAGE 3 OF 7
satisfaction of the Owner and the Consultant. The Owner shall provide all relevant
information on the Products to be supplied by the Owner.
13.
GC 3.10 SHOP DRAWINGS
.1
Add the words “AND OTHER SUBMITTALS” to the Title after SHOP DRAWINGS.
.2
Add “and Submittals” after the words “Shop Drawings” in paragraphs 3.10.1, 3.10.2,
3.10.4, 3.10.7, 3.10.8, 3.10.8.2, 3.10.9, 3.10.10, 3.10.11, and 3.10.12.
.3
Delete 3.10.3 in its entirety and substitute new paragraph 3.10.3
GC.3.10.3 Prior to the first application for payment, the Contractor and the Consultant
shall jointly prepare a schedule of the dates for submission and return of Shop Drawings
and any Submittals.
.4
Delete the words “with reasonable promptness so as to cause no delay in the
performance of the Work” and replace with “within 10 working days or such longer period
as may be reasonably required” in paragraph 3.10.12.
14.
GC 3.14 PERFORMANCE BY CONTRACTOR
.1
Add new General Condition 3.14.1
3.14.1 In performing its services and obligations under the Contract, the Contractor shall
exercise a standard of care, skill and diligence that would normally be provided
by an experienced and prudent contractor supplying similar services for similar
projects. The Contractor acknowledges and agrees that throughout the Contract,
the Contractor’s obligations, duties and responsibilities shall be interpreted in
accordance with this standard. The Contractor shall exercise the same standard
of due care and diligence in respect of any Products, personnel, or procedures
which it may recommend to the Owner.
.2
Add new General Condition 3.14.2
3.14.2 The Contractor further represents, covenants and warrants to the Owner
that:
.1
The personnel it assigns to the Project are appropriately
experienced;
.2
It has a sufficient staff of qualified and competent personnel to
replace its designated supervisor and project manager, subject
to the Owner's approval, in the event of death, incapacity,
removal or resignation.
15.
GC 6.2, CHANGE ORDER
.1
Add new paragraph 6.2.3:
6.2.3
The value of changes in the Work shall be determined by one of the following
methods as agreed to by the Contractor and the Owner:
(a)
estimate and acceptance in a lump sum, substantiated by an itemized
Cost Breakdown satisfactory to the Owner with overhead and profit
applied at the percentages listed below:
The itemized “Cost Breakdown” shall include all net costs to the
Contractor excluding his overhead and profit. “Overhead and Profit”
shall be calculated at the rates listed below. “Overhead” shall include the
following costs to the Contractor:
.1
.2
The Contractor’s head office and site office expenses, including
stationery, postage and other office supplies.
The salaries of superintendents, engineers, timekeepers,
accountants, clerks, watchmen, and similar personnel employed
FILE 1177
AUGUST 2016
SUPPLEMENTARY CONDITIONS
SECTION 00 80 00
PAGE 4 OF 7
directly on the Work. Wages on workers and foreman and the
assessments thereon for Worker’s Compensation,
Unemployment Insurance, vacation with pay, and Canada
Pension payments, etc., are part of the actual cost.
.3
Use of temporary offices, sheds, etc., including cost of
telephone, light, power, water and heat used therein.
.4
Transportation and overnight room expenses for out of town
labour, if local labour is not available.
.5
Licenses and permits, except when these are special for a
particular item of work.
.6
Printing charges for Proposed Changes, Change Orders and
Drawings for Contractor and Subcontractors use in the work.
(Consultant will provide one copy of change notice
documentation and in the event of re-issue of full size drawings
will provide one copy of drawings.)
.7
On work done by the General Contractor’s own forces, a
maximum of 10% overhead plus 5% profit shall be the
percentage Fee applied to the net cost.
.8
On work done by Subcontractors, the General Contractor
shall charge a maximum of 10% as the percentage Fee applied
to the net cost.
.10
No mark-ups on credits, for overhead and profit, will be
permitted.
(b)
16.
GC 6.4 CONCEALED OR UNKNOWN CONDITIONS
.1
17.
unit price as set out in the Contract or subsequently agreed upon, with
adjustment to the Contract Price based on net quantity difference from
original quantity. Overhead and profit fees shall be added as indicated in
(a) above.”
Add new subparagraph 6.4.5:
6.4.5 The Contractor confirms that, prior to bidding the Project, it carefully investigated
the Place of the Work and applied to that investigation the degree of care and
skill described in paragraph 3.14.1, given the amount of time provided between
the issue of the bid documents and the actual closing of bids, the degree of
access provided to the Contractor prior to submission of bid, and the sufficiency
and completeness of the information provided by the Owner. The Contractor is
not entitled to compensation or to an extension of the Contract Time for
conditions which could reasonably have been ascertained by the Contractor by
such careful investigation undertaken prior to the submission of the bid.
GC6.5 DELAYS
.1
Delete the period at the end of paragraph 6.5.1, and substitute the following
words: ",but excluding any consequential, indirect or special damages.”
.2
Add new subparagraph 6.5.6.
6.5.6
If the Contractor is delayed in the performance of the Work by an act or
omission of the Contractor or anyone employed or engaged by the
Contractor directly or indirectly, or by any cause within the Contractor’s
control, then the Contract Time shall be extended for such reasonable
time as the Consultant may decide in consultation with the Contractor.
The Owner shall be reimbursed by the Contractor for all reasonable
FILE 1177
AUGUST 2016
SUPPLEMENTARY CONDITIONS
SECTION 00 80 00
PAGE 5 OF 7
costs incurred by the Owner as the result of such delay, including all
services required by the Owner from the Consultant as a result of such
delay by the Contractor and, in particular, the cost of the Consultant’s
services during the period between the date of Substantial Performance
of the Work stated in Article A-1 herein as the same may be extended
through the provisions of these General Conditions and any later, actual
date of Substantial Performance of the Work achieved by the Contractor.
18.
GC 8.2 NEGOTIATION, MEDIATION AND ARBITRATION
.1
Add the following new paragraphs 8.2.9, 8.2.10, 8.2.11, 8.2.12., 8.2.13., and
8.2.14.
8.2.9
8.2.10
8.2.11
8.2.12
8.2.13
8.2.14
19.
Within five days of receipt of the notice of arbitration by the responding
party under paragraph 8.2.6, the Owner and the Contractor shall give the
Consultant a written notice containing:
a) a copy of the notice of arbitration
b) a copy of supplementary conditions 8.2.9 to 8.2.14 of this Contract,
and;
c) any claims or issues which the Contractor or the Owner, as the case
may be, wishes to raise in relation to the Consultant arising out of the
issues in dispute in the arbitration
The Owner and the Contractor agree that the Consultant may elect,
within ten days of receipt of the notice under paragraph 8.2.9, to become
a full party to the arbitration under paragraph 8.2.6 if the Consultant:
a) has a vested or contingent financial interest in the outcome of the
arbitration;
b) gives the notice of election to the Owner and the Contractor before
the arbitrator is appointed;
c) agrees to be a party to the arbitration within the meaning of the rules
referred to in paragraph 8.2.6, and,
d) agrees to be bound by the arbitral award made in the arbitration.
If an election is made under paragraph 8.2.10, the Consultant may
participate in the appointment of the arbitrator and, notwithstanding the
rules referred to in paragraph 8.2.6, the time period for reaching
agreement on the appointment of the arbitrator shall begin to run from
the date the respondent receives a copy of the notice of arbitration.
The arbitrator in the arbitration in which the Consultant has elected under
paragraph 8.2.10 to become a full party may:
a) on application of the Owner or the Contractor, determine whether the
Consultant has satisfied the requirements of paragraph 8.2.10, and; b)
make any procedural order considered necessary to facilitate the
addition of the Consultant as a party to the arbitration.
The provisions of paragraph 8.2.9 shall apply mutatis mutandis to written
notice to be given by the Consultant to any sub-consultant;
In the event of notice of arbitration given by the Consultant to a subconsultant, the sub-consultant is not entitled to any election with respect
to the proceeding as outlined in 8.2.10, and is deemed to be bound by
the arbitration proceeding.
GC 9.1 PROTECTION OF WORK AND PROPERTY
FILE 1177
AUGUST 2016
.1
.2
20.
SUPPLEMENTARY CONDITIONS
SECTION 00 80 00
PAGE 6 OF 7
Delete subparagraph 9.1.1.1 in its entirety and substitute new subparagraph 9.1.1.1:
9.1.1.1 errors in the Contract Documents which the Contractor could not have
discovered applying the standard of care described in paragraph 3.14.1;
Delete paragraph 9.1.2 in its entirety and substitute the following new paragraph 9.1.2:
9.1.2
Before commencing any Work, the Contractor shall determine the locations of all
underground utilities and structures indicated in the Contract Documents, or that
are discoverable by applying to an inspection of the Place of the Work the degree
of care and skill described in paragraph 3.14.1.
GC 9.2 TOXIC AND HAZARDOUS SUBSTANCES
.1
.2
.3
Add to paragraph 9.2.6 after the word "responsible”, the following new words: or whether
any toxic or hazardous substances or materials already at the Place of the Work (and
which were then harmless or stored, contained or otherwise dealt with in accordance with
legal and regulatory requirements) were dealt with by the Contractor or anyone for whom
the Contractor is responsible in a manner which does not comply with legal and
regulatory requirements, or which threatens human health and safety or the environment,
or material damage to the property of the Owner or others,
Add “and the Consultant” after the word “Contractor” in subparagraph 9.2.7.4.
Add to paragraph 9.2.8 after the word "responsible”, the following new words: or that any
toxic or hazardous substances or materials already at the Place of the Work (and which
were then harmless or stored, contained or otherwise dealt with in accordance with legal
and regulatory requirements) were dealt with by the Contractor or anyone for whom the
Contractor is responsible in a manner which does not comply with legal and regulatory
requirements, or which threatens human health and safety or the environment, or
material damage to the property of the Owner or others,
21.
GC 9.5 MOULD
.1
Add “and the Consultant” after “Contractor” in subparagraph 9.5.3.4.
22.
GC 10.1 TAXES AND DUTIES;
.1
Add new Sentence 10.1.3: "The Contractor's Overhead and Profit shall not be included
on extras or credits resulting from changes in taxes or duties."
.2
23.
GC 10.2 LAWS, NOTICES, PERMITS AND FEES;
.1
Change 10.2.2 to read: "The Owner shall obtain and pay for zoning revisions, permanent
easements and rights of servitude. The Contractor shall be responsible for all permits,
including the Building Permit, licenses, damage and other deposits, or certificates
necessary for the performance of the Work which were in force at the date of bid closing.
.2
24.
Delete from the first line of paragraph 10.2.5 the word, “The” and substitute the words:
“Subject to paragraph 3.14.1, the”.
GC 11.1 INSURANCE and CCDC 41 CCDC INSURANCE REQUIREMENTS
.1
25.
Add new Sentence 10.1.4: " The Contractor shall provide the Owner with documentation
required for any tax or duty rebate application, on request."
The General Liability Insurance Policy in force for the duration of the contract shall have
no deductible amount.
GC 11.2 BID SECURITY
FILE 1177
AUGUST 2016
.1
26.
SECTION 00 80 00
PAGE 7 OF 7
Change 11.2.1 to read as follows:
.1
The Contractor shall, prior to commencement of the Work, provide to the Owner
the following surety:
.1
A Performance Bond in the amount of Fifty Percent (50%) of the Total
Contract Amount covering the performance of the Contract, including the
requirements of 12.3, WARRANTY.
.2
A Labour and Materials Bond in the amount of Fifty Percent (50%) of the
Total Contract Amount.
The premiums for such bonds shall be included in the Bid Price.
GC 12.1 INDEMNIFICATION
.1
27.
SUPPLEMENTARY CONDITIONS
Add new clause 12.1.1.3.
12.1.1. 3. The Contractor shall indemnify and hold harmless the Consultant, its agents
and employees from and against claims, demands, losses, costs, damages,
actions, suits, or proceedings by third parties that arise out of, or are attributable
to, the Contractor’s performance of the Contract, provided such claims are
attributable to bodily injury, sickness, disease, or death, or to injury to or
destruction of tangible property, and caused by negligent acts or omissions of the
Contractor or anyone for whose acts the Contractor may be liable, and made 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, or
within such shorter such period as may be prescribed by any limitation statute or
the province or territory of the Place of Work.
GC 12.3 WARRANTY
.1
Delete from the first line of paragraph 12.3.2 the word, “The” and substitute the words:
"Subject to paragraph 3.14.1, the…".
END OF SECTION
FILE 1177
AUGUST 2016
ADMINISTRATIVE INSTRUCTIONS
SECTION 00 90 00
PAGE 1 OF 2
1. Contract
.1
Submit Workmen's Compensation Clearance Certificate, Evidence of Insurance including
endorsement showing all insureds, and Bonds prior to signing of contract by Owner.
2. Payments
.1
All billings and change orders must be made in a form acceptable to the Consultant.
.2
Provide a Statutory Declaration with the second and each progress payment thereafter.
.3
Payments otherwise due may be withheld on account of defective work not remedied, liens filed,
damage by the Contractors to others not adjusted, or failure to make payments properly to
Subcontractors or any obligations under the contract.
3. Amendments to Work
.1
Refer to CCDC 2, GC 6.1 - Changes, GC 6.2 - Change Order and GC 6.3 - Change
Directive.
.2
Once a Request for Change has been issued by the Consultant, it shall be the
responsibility of the Contractor to ensure that no work is carried out that may increase the
cost of the variation contemplated until a decision on the acceptance or rejection of the
Request for Change is made, and a Change Order has been issued.
.3
The Consultant will assess the cost of each change before issuing a Change Order.
Assist the Consultant with this task by quoting all variations in a complete manner listing:
quantity of each material, unit cost of each material, man hours involved, cost per hour,
Subcontractor quotations,impact on Project schedule and completion, and overhead and
profit fees.
.4
The Consultant may require further quotations in order to show a breakdown of costs.
.5
The Owner and the Consultant will not be responsible for delays to the Work resulting
from late, incomplete or inadequately broken down valuations submitted by the
Contractor.
.7
Minor variations may be made in the project from time to time as approved by the
Consultant. Such alterations or adjustments shall not constitute a change in cost unless a
Request for Change is made at the time. No extra will be contemplated except where a
clear indication is made that extra payment is claimed, in which case a Change Order will
be issued by the Consultant in accordance with CCDC 2, GC 6.1 - Changes or GC 6.3 Change Directive. Unless this procedure is followed, no claims for additional amounts will
be allowed.
.8
Changes in the Work will be subject to the allowable mark-up described in the
Supplementary Conditions, Section 00 80 00.
FILE 1177
AUGUST 2016
ADMINISTRATIVE INSTRUCTIONS
SECTION 00 90 00
PAGE 2 OF 2
4.
Unit Prices: Unit prices included with the Bid Form shall include all materials and labour, but do
not include Overhead and Profit or Value Added Taxes. They represent the cost to the Contractor
for each operation quoted.
5.
Substantial Performance
.6
.7
.1
The Contractor must apply to the Consultant in writing for a Substantial Performance
inspection.
.2
If the Consultant judges the contract to be substantially performed, a certificate will be
issued.
.3
In order to enter the lien period, the Contractor must publish the Substantial Performance
Certificate.
.4
Prior to expiry of the lien period, the Contractor must submit the following documents:
.1
Workmen's Compensation Clearance Certificate.
.2
Statutory Declaration.
.3
Any and all inspection certificates from various government agencies.
.4
Proof of Certificate publication date.
.5
As-Built Drawings in accordance with Section 01780
.5
The lien period will expire 45 days from the date of publication. The Contractor must
invoice for the Release of Holdback, which will be subject to the normal payment and
certificate process described in the Stipulated Price Contract and as amended in Section
00800.
Contract Completion
.1
Contract completion will be in accordance with the Stipulated Price Contract and as
amended under Section 00800, provided all documents listed in Paragraph 4.4 of this
section have been provided.
.2
The Contractor must apply in writing to the Consultant for Contract Completion.
.3
All monies still outstanding (not including the Substantial Performance Holdback) will be
paid less a second 10% holdback.
.4
The Contractor must invoice for the Contract Completion holdback which can be released
45 days from the date of Contract Completion.
Owner Occupancy: In the event that the Owner occupies part of the building prior to Substantial
Performance, the Consultant will perform an inspection of the area to be occupied. This inspection
in no way prejudices a claim by the Owner concerning any deficiencies not apparent or for work
incomplete at the time of said inspection.
END OF SECTION
FILE 1177
AUGUST 2016
GENERAL REQUIREMENTS
SECTION 01 00 10
PAGE 1 OF 2
1. SUMMARY OF WORK
.1
2.
PROJECT COORDINATION
.1
3.
Requirements Included
.1
Title and description of work: Addition and Renovation to the Mary Webb
Centre, 87 Gosnell Line, Highgate, ON
.2
Contract method: CCDC 2 08.
Coordinate progress of the Work, progress schedules, submittals, use of site, temporary
utilities, construction facilities.
SCHEDULE
.1
Submit Construction Progress Schedule to Consultant two weeks prior to beginning work in
form of horizontal bar chart with chronological listings to indicate progress of work and be
broken down into days of the week.
.2
Work of this contract may begin as soon as notification is received by the successful
contractor.
4. FIELD ENGINEERING
.1
.2
.3
.4
Locate and preserve general reference points.
Employ competent person to lay out work in accordance with control lines and grades
provides by Consultant.
Supply stakes and other survey markers required for this work.
Prior to beginning work, the contractor shall arrange and pay for a photographic record of
the existing building to document existing conditions. This record shall take the form of
colour still photographs and a video. This photographic record shall be referred to in the
case of any disputes over damage to the existing building due to the new construction.
5. PROJECT MEETINGS
.1
.2
.3
.4
.5
6.
Schedule and administer project progress meetings throughout progress of work.
Distribute written notice of each meeting four days in advance of meeting date to all parties
concerned.
Provide physical space and make arrangements for meetings.
Record minutes. Include significant proceedings and decisions. Identify 'action by' parties.
Reproduce and distribute copies of minutes within three days after each meeting and
transmit to meeting participants, and Consultant.
PERMITS
.1
The Owner has applied for the building permit, the Contractor will pay for the Building and
any other Permits required by authorities having jurisdiction including Ministry of Labour
Notice of Project.
FILE 1177
AUGUST 2016
7.
GENERAL REQUIREMENTS
SECTION 01 00 10
PAGE 2 OF 2
HEALTH AND SAFETY
.1
.2
.3
The Owner is firmly committed to Corporate Health & Safety.
The Contractor shall have Corporate Health and Safety Policies and Procedures as
required in the Occupational Health and Safety Act and Regulations for Construction
Projects, R.S.O. 1980.
To provide a safe and healthy work environment the Contractor warrants and confirms:
.1
that it has a written Health and Safety policy in place in accordance with the
Occupational Health and Safety Act, R.S.O. 1990;
.2
that the appropriate instruction and training has been provided to the employees
in accordance with the Occupational Health and Safety Act, R.S.O. 1990 and
.3
that the works shall be undertaken in strict accordance with all applicable
provisions of the Occupational Health and Safety Act.
Note: In cases of discrepancy in document content, the Policy or Procedure
providing the highest level of Health and Safety shall govern.
.4
The Bidder's documentation and commitment to Health & Safety will be a
requirement of this contract.
END OF SECTION
FILE 1177
AUGUST 2016
ALLOWANCES
Part 1
General
1.1
REFERENCES
.1
Canadian Construction Documents Committee (CCDC)
.1
.2
1.2
SECTION 01 21 00
PAGE 1 of 1
CCDC 2-2008, Stipulated Price Contract.
Project Supplementary Conditions
CASH ALLOWANCES
.1
Refer to CCDC 2, GC 4.1.
.2
Include in Contract Price specified cash allowances.
.3
Cash allowances, unless otherwise specified, cover net cost to Contractor of services,
products, construction machinery and equipment, freight, handling, unloading, storage,
installation and other authorized expenses incurred in performing Work.
.4
Contract Price, and not cash allowance, includes Contractor's overhead and profit in
connection with such cash allowance.
.5
Contract Price will be adjusted by written order to provide for excess or deficit to each
cash allowance.
.6
Where costs under a cash allowance exceed amount of allowance, Contractor will be
compensated for excess incurred and substantiated plus allowance for overhead and
profit as set out in Contract Documents.
.7
Include progress payments on accounts of work authorized under cash allowances in
Consultant's monthly certificate for payment.
.8
Amount of each allowance, for Work specified in respective specification Sections is as
follows:
.1
Part 2
2.1
.1
Part 3
3.1
.1
Section 01 11 00 include allowance of $ 10,000.00 for Materials Testing,
specified in various sections.
Products
NOT USED
Not Used.
Execution
NOT USED
Not Used.
END OF SECTION
FILE 1177
AUGUST 2016
SEPARATE PRICES
SECTION 01 24 00
PAGE 1 OF 1
.1
REQUIREMENTS
.1
Co-ordinate affected related Work and modify surrounding Work to integrate the Work under each
Separate Price.
.2
AWARD/SELECTION OF SEPARATE PRICES
.1
Indicate variation of Bid Price for Separate Prices described below and listed in Bid Form. Note
that this form requests a “difference” in Bid Price by adding to or deducting from the base bid
price.
.2
In accordance with the CCDC Document 23 – A Guide to Calling Tenders and Awarding
Contracts, the low bid shall be determined on the basis of the lowest bid in accordance with the
Contract Documents on which the Project is to be actually constructed, including those Separate
Prices for which prices have been invited and which are to be incorporated in the Work.
.3
Separate Prices exclude applicable H.S.T. Refer to Bid Form for Separate Price submission.
.4
It is understood that:
5.
a)
the Owner may select and accept in its sole and absolute discretion any of the Separate
Prices in any order or combination, including all or none,
b)
Separate Prices selected and accepted by the Owner in its sole and absolute discretion, will
be taken into account in determining the lowest bidder,
c)
Separate Prices are open for acceptance by the Owner for the same period of time as the
base bid price,
d)
the Work of the Contract and the Contract Price will reflect the Separate Prices, if any,
selected and accepted by the Owner as aforesaid at the time of Contract Award, and
e)
acceptance of any Separate Prices will not affect the base bid contract completion time,
unless the Contractor specifically indicates an increase or decrease in time, in number of
days, on account of a particular Separate Price.
SEPARATE PRICE A:
Provide paved parking lot complete with curbs, gutter and walkways as indicated on drawings.
END OF SECTION
FILE1177
AUGUST 2016
CONTRACT MODIFICATIONS
SECTION 01 25 00
PAGE 1 OF 1
PART 1 - GENERAL
1.1
SECTION INCLUDES
.1
Contract modification procedures.
.2
Unit prices.
1.2
VARIATIONS
.1
Refer to CCDC 2, GC 6.1 - Changes, GC 6.2 - Change Order and GC 6.3 - Change
Directive.
.2
Once a Request for Change has been issued by the Consultant, it shall be the
responsibility of the Contractor to ensure that no work is carried out that may increase the
cost of the variation contemplated until a decision on the acceptance or rejection of the
Request for Change is made, and a Change Order has been issued.
.3
The Consultant will assess the cost of each change before issuing a Change Order.
Assist the Consultant with this task by quoting all variations in a complete manner listing:
quantity of each material,
unit cost of each material,
man hours involved,
cost per hour,
Subcontractor quotations,
impact on Project schedule and completion, and
overhead and profit fees.
.4
The Consultant may require further quotations in order to show a breakdown of costs.
.5
The Owner and the Consultant will not be responsible for delays to the Work resulting
from late, incomplete or inadequately broken down valuations submitted by the
Contractor.
.7
Minor variations may be made in the project from time to time as approved by the
Consultant. Such alterations or adjustments shall not constitute a change in cost unless
a Request for Change is made at the time. No extra will be contemplated except where a
clear indication is made that extra payment is claimed, in which case a Change Order will
be issued by the Consultant in accordance with CCDC 2, GC 6.1 - Changes or GC 6.3 Change Directive. Unless this procedure is followed, no claims for additional amounts
will be allowed.
.8
Changes in the Work will be subject to the allowable mark-up described in the
Supplementary Conditions, Section 00800.
1.3
UNIT PRICES
.1
Unit prices included with the Bid Form shall include all materials and labour, but do not
include Overhead and Profit or Value Added Taxes. They represent the cost to the
Contractor for each operation quoted.
END OF SECTION
FILE1177
AUGUST 2016
SUBMITTAL PROCEDURES
Part 1
GENERAL
1.1
ADMINISTRATIVE
SECTION 01 33 00
PAGE 1 OF 5
.1
Submit to Consultant submittals listed for review. Submit promptly and in orderly
sequence to not cause delay in Work. Failure to submit in ample time is not considered
sufficient reason for extension of Contract Time and no claim for extension by reason of
such default will be allowed.
.2
Do not proceed with Work affected by submittal until review is complete.
.3
Present shop drawings, product data, samples and mock-ups in SI Metric units.
.4
Where items or information is not produced in SI Metric units converted values are
acceptable.
.5
Review submittals prior to submission to Consultant. This review represents that
necessary requirements have been determined and verified, or will be, and that each
submittal has been checked and co-ordinated with requirements of Work and Contract
Documents. Submittals not stamped, signed, dated and identified as to specific project
will be returned without being examined and considered rejected.
.6
Notify Consultant, in writing at time of submission, identifying deviations from
requirements of Contract Documents stating reasons for deviations.
.7
Verify field measurements and affected adjacent Work are co-ordinated.
.8
Contractor's responsibility for errors and omissions in submission is not relieved by
Consultant's review of submittals.
.9
Contractor's responsibility for deviations in submission from requirements of Contract
Documents is not relieved by Consultant review.
.10
Keep one reviewed copy of each submission on site.
1.2
SHOP DRAWINGS AND PRODUCT DATA
.1
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.
.2
Submit shop drawings bearing stamp and signature of qualified professional engineer
registered or licensed in Province of Ontario, Canada.
.3
Indicate materials, methods of construction and attachment or anchorage, erection
diagrams, connections, explanatory notes and other information necessary for completion
of Work. Where articles or equipment attach or connect to other articles or equipment,
indicate that such items have been co-ordinated, regardless of Section under which
adjacent items will be supplied and installed. Indicate cross references to design drawings
and specifications.
FILE1177
AUGUST 2016
SUBMITTAL PROCEDURES
SECTION 01 33 00
PAGE 2 OF 5
.4
Allow 10 days for Consultant's review of each submission.
.5
Adjustments made on shop drawings by Consultant are not intended to change Contract
Price. If adjustments affect value of Work, state such in writing to Consultant prior to
proceeding with Work.
.6
Make changes in shop drawings as Consultant may require, consistent with Contract
Documents. When resubmitting, notify Consultant in writing of revisions other than those
requested.
.7
Accompany submissions with transmittal letter, containing:
.1
.2
.3
.4
.5
.8
Date.
Project title and number.
Contractor's name and address.
Identification and quantity of each shop drawing, product data and sample.
Other pertinent data.
Submissions include:
.1
.2
.3
.4
.5
Date and revision dates.
Project title and number.
Name and address of:
.1
Subcontractor.
.2
Supplier.
.3
Manufacturer.
Contractor's stamp, signed by Contractor's authorized representative certifying
approval of submissions, verification of field measurements and compliance with
Contract Documents.
Details of appropriate portions of Work as applicable:
.1
Fabrication.
.2
Layout, showing dimensions, including identified field dimensions, and
clearances.
.3
Setting or erection details.
.4
Capacities.
.5
Performance characteristics.
.6
Standards.
.7
Operating weight.
.8
Wiring diagrams.
.9
Single line and schematic diagrams.
.10
Relationship to adjacent work.
.9
After Consultant's review, distribute copies.
.10
Submit 6 prints of shop drawings for each requirement requested in specification
Sections.
FILE1177
AUGUST 2016
SUBMITTAL PROCEDURES
SECTION 01 33 00
PAGE 3 OF 5
.11
Submit 6 copies of product data sheets or brochures for requirements requested in
specification Sections and as requested by Consultant where shop drawings will not be
prepared due to standardized manufacture of product.
.12
Submit 6 copies of test reports for requirements requested in specification Sections and
as requested by Consultant.
.1
.2
.13
Submit 6 copies of certificates for requirements requested in specification Sections
.1
.2
.14
Statements printed on manufacturer's letterhead and signed by responsible
officials of manufacturer of product, system or material attesting that product,
system or material meets specification requirements.
Certificates must be dated after award of project contract complete with project
name.
Submit 6 copies of manufacturers instructions for requirements requested in specification
Sections.
.1
.15
Report signed by authorized official of testing laboratory that material, product or
system identical to material, product or system to be provided has been tested in
accord with specified requirements.
Testing must have been within 3 years of date of contract award for project.
Pre-printed material describing installation of product, system or material,
including special notices and Material Safety Data Sheets concerning
impedances, hazards and safety precautions.
Submit 6 copies of Manufacturer's Field Reports for requirements requested in
specification Sections.
.1
Documentation of the testing and verification actions taken by manufacturer's
representative to confirm compliance with manufacturer's standards or
instructions.
.16
Submit 6 copies of Operation and Maintenance Data for requirements requested in
specification Sections.
.17
Delete information not applicable to project.
.18
Supplement standard information to provide details applicable to project.
.19
If upon review by Consultant, no errors or omissions are discovered or if only minor
corrections are made, copies will be returned and fabrication and installation of Work may
proceed. If shop drawings are rejected, noted copy will be returned and resubmission of
corrected shop drawings, through same procedure indicated above, must be performed
before fabrication and installation of Work may proceed.
.20
The review of shop drawings by the Consultant is for sole purpose of ascertaining
conformance with general concept.
.1
This review shall not mean that the Consultant approves detail design inherent in
shop drawings, responsibility for which shall remain with Contractor submitting
same, and such review shall not relieve Contractor of responsibility for errors or
FILE1177
AUGUST 2016
SUBMITTAL PROCEDURES
.2
1.3
SECTION 01 33 00
PAGE 4 OF 5
omissions in shop drawings or of responsibility for meeting requirements of
construction and Contract Documents.
Without restricting generality of foregoing, Contractor is responsible for
dimensions to be confirmed and correlated at job site, for information that
pertains solely to fabrication processes or to techniques of construction and
installation and for co-ordination of Work of sub-trades.
SAMPLES
.1
Submit for review as requested in respective specification Sections. Label samples with
origin and intended use.
.2
Deliver samples prepaid to Consultant's business address.
.3
Notify Consultant in writing, at time of submission of deviations in samples from
requirements of Contract Documents.
.4
Where colour, pattern or texture is criterion, submit full range of samples.
.5
Adjustments made on samples by Consultant are not intended to change Contract Price.
If adjustments affect value of Work, state such in writing to Consultant prior to proceeding
with Work.
.6
Make changes in samples which Consultant may require, consistent with Contract
Documents.
.7
Reviewed and accepted samples will become standard of workmanship and material
against which installed Work will be verified.
1.4
MOCK-UPS
.1
1.5
Erect mock-ups in accordance with 01450 - Quality Control.
CERTIFICATES AND TRANSCRIPTS
.1
Immediately after award of Contract, submit Workers' Compensation Board status.
.2
Submit transcription of insurance immediately after award of Contract.
Part 2
Products
2.1
NOT USED
.1
Not Used.
FILE1177
AUGUST 2016
SUBMITTAL PROCEDURES
Part 3
Execution
3.1
NOT USED
.1
Not Used.
END OF SECTION
SECTION 01 33 00
PAGE 5 OF 5
FILE 1177
AUGUST 2016
TESTING LABORATORY SERVICES
SECTION 01 41 00
PAGE 1 OF 1
PART 1- GENERAL
1.1
RELATED REQUIREMENTS SPECIFIED ELSEWHERE
.1
1.2
Particular requirements for inspection and testing to be carried out by testing laboratory
designated by Consultant are specified under various sections.
PAYMENT
.1
Payment for inspection and testing will be made from a cash allowance specified in
Section 01210.
.2
Payment for reinspection and retesting of defective rejected work shall be made by the
Contractor.
1.3
CONTRACTOR'S RESPONSIBILITIES
.1
Furnish labour and facilities to:
.1
Provide access to work to be inspected and tested.
.2
Facilitate inspections and tests.
.3
Make good work disturbed by inspection and test.
.4
Provide storage on site for laboratory's exclusive use to store equipment and cure
test samples.
.2
Notify Consultant sufficiently in advance of operations to allow for assignment of
laboratory personnel and scheduling of test.
.3
Where materials are specified to be tested, deliver representative samples in required
quantity to testing laboratory.
.4
Pay costs for uncovering and making good work that is covered before required
inspection or testing is completed and approved by Consultant.
PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION (NOT APPLICABLE)
END OF SECTION
FILE 1177
AUGUST 2016
QUALITY CONTROL
SECTION 01 45 00
PAGE 1 OF 3
Part 1 GENERAL
1.1
RELATED SECTIONS
.1
1.2
Section 01 33 00 Submittal Procedures
INSPECTION
.1
Allow Consultant access to Work. If part of Work is in preparation at locations other than
Place of Work, allow access to such Work whenever it is in progress.
.2
Give timely notice requesting inspection if Work is designated for special tests,
inspections or approvals by Consultant, or law of Place of Work.
.3
If 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
inspections or tests satisfactorily completed and make good such Work.
.4
Consultant will order part of Work to be examined if Work is suspected to be not in
accordance with Contract Documents. If, upon examination such work is found not in
accordance with Contract Documents, correct such Work and pay cost of examination
and correction. If such Work is found in accordance with Contract Documents, Consultant
shall pay cost of examination and replacement.
1.3
INDEPENDENT INSPECTION AGENCIES
.1
Independent Inspection/Testing Agencies will be engaged by the Owner for purpose of
inspecting and/or testing portions of Work. Cost of such services will be borne by the
Owner.
.2
Provide equipment required for executing inspection and testing by appointed agencies.
.3
Employment of inspection/testing agencies does not relax responsibility to perform Work
in accordance with Contract Documents.
.4
If defects are revealed during inspection and/or testing, appointed agency will request
additional inspection and/or testing to ascertain full degree of defect. Correct defect and
irregularities as advised by Consultant at no cost to the Owner. Pay costs for retesting
and reinspection.
1.4
ACCESS TO WORK
.1
Allow inspection/testing agencies access to Work, off site manufacturing and fabrication
plants.
.2
Co-operate to provide reasonable facilities for such access.
FILE 1177
AUGUST 2016
1.5
QUALITY CONTROL
SECTION 01 45 00
PAGE 2 OF 3
PROCEDURES
.1
Notify appropriate agency Consultant 7 days in advance of 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 orderly sequence to not cause
delays in Work.
.3
Provide labour and facilities to obtain and handle samples and materials on site. Provide
sufficient space to store and cure test samples.
1.6
REJECTED WORK
.1
Remove defective Work, whether result of poor workmanship, use of defective products
or damage and whether incorporated in Work or not, which has been rejected by
Consultant as failing to conform to Contract Documents. Replace or re-execute in
accordance with Contract Documents.
.2
Make good other Contractor's work damaged by such removals or replacements
promptly.
.3
If in opinion of Consultant it is not expedient to correct defective Work or Work not
performed in accordance with Contract Documents, Owner will deduct from Contract
Price difference in value between Work performed and that called for by Contract
Documents, amount of which will be determined by Consultant.
1.7
REPORTS
.1
Submit 4 copies of inspection and test reports to Consultant.
.2
Provide copies to subcontractor of work being inspected or tested, manufacturer or
fabricator of material being inspected or tested.
1.8
TESTS AND MIX DESIGNS
.1
Furnish test results and mix designs as requested.
.2
Cost of tests and mix designs beyond those called for in Contract Documents or beyond
those required by law of Place of Work will be appraised by Consultant and may be
authorized as recoverable.
1.9
MOCK-UPS
.1
Prepare mock-ups for Work specifically requested in specifications. Include for Work of
Sections required to provide mock-ups.
.2
Construct in locations acceptable to Consultant as specified in specific Section.
.3
Prepare mock-ups for Consultant's review with reasonable promptness and in orderly
sequence, to not cause delays in Work.
FILE 1177
AUGUST 2016
QUALITY CONTROL
SECTION 01 45 00
PAGE 3 OF 3
.4
Failure to prepare mock-ups in ample time is not considered sufficient reason for
extension of Contract Time and no claim for extension by reason of such default will be
allowed.
.5
If requested, Consultant will assist in preparing schedule fixing dates for preparation.
.6
Mock-ups may remain as part of Work.
1.10
MILL TESTS
.1
1.11
Submit mill test certificates as required of specification Sections.
EQUIPMENT AND SYSTEMS
.1
Submit adjustment and balancing reports for mechanical, electrical and building
equipment systems.
.2
Refer to Specifics Section for definitive requirements.
.3
Costs for adjustment and balancing are to be included with Mechanical and Electrical
subtrade pricing and will not be paid for from the Testing Allowance.
Part 2 Products
2.1
NOT USED
.1
Not Used.
Part 3 Execution
3.1
NOT USED
.1
Not Used.
END OF SECTION
FILE 1177
AUGUST 2016
TEMPORARY FACILITIES
SECTION 01 50 00
PAGE 1 OF 3
PART 1- GENERAL
1.1
ACCESS
.1
1.2
Provide and maintain adequate access to project site.
CONTRACTOR'S SITE OFFICE
.1
Provide office heated/cooled to 22C, lighted 750 Lx and ventilated, of sufficient size to
accommodate site meetings and furnished with drawing laydown table, fax machine,
telephone, file cabinet and chair.
.2
Provide computer in Contractor's office, complete with high speed internet access and
ability to send and receive email.
.3
Provide a clearly marked and fully stocked first-aid case in a readily available location.
.4
Subcontractors may provide their own offices as necessary. Direct location of these
offices.
1.3
STORAGE SHEDS
.1
1.4
Provide adequate weathertight sheds with raised floors, for storage of materials, tools and
equipment which are subject to damage by weather.
SANITARY FACILITIES
.1
Arrange and pay for temporary sanitary facilities for the job site.
.2
Post notices and take such precautions as required by local health authorities. Keep area
and premises in sanitary condition.
.3
Remove temporary facilities on completion of work.
1.5
ENCLOSURE OF STRUCTURE
.1
Provide temporary weathertight enclosures and protection for exterior openings until
permanently enclosed.
.2
Erect enclosures to allow access for installation of materials and working inside
enclosure.
.3
Design enclosures to withstand wind pressure and snow loading.
1.6
POWER
.1
Temporary power for construction use is available from the existing building up to a
maximum . 230 V is available from the existing building
FILE 1177
AUGUST 2016
1.7
TEMPORARY FACILITIES
SECTION 01 50 00
PAGE 2 OF 3
WATER SUPPLY
.1
1.8
Temporary water supply for construction use is available from the existing building.
HEATING AND VENTILATING
.1
Pay for costs of temporary heat and ventilation used during construction, in both the
addition and renovated areas, including costs of installation, fuel, operation, maintenance
and removal of equipment. Use of direct-fired heaters discharging waste products into
work areas will not be permitted unless prior approval is given by Consultant. Block off
existing ventilation system to renovated areas during construction period.
.2
Provide temporary heat and ventilation in enclosed areas as required to:
.1
Facilitate progress of work.
.2
Protect work and products against dampness and cold.
.3
Prevent moisture condensation on surfaces.
.4
Provide ambient temperatures and humidity levels for storage, installation and
curing of materials.
.5
Provide adequate ventilation to meet health regulations for safe working
environment.
.3
Provide temporary heat, including enclosure of work areas, as required when installing
exterior masonry, to maintain minimum temperature of 10C for a period of 24 hours prior
beginning work until 24 hours after completion of work.
.4
Maintain minimum temperature of 10C or higher where specified as soon as finishing
work is commenced and maintain until acceptance of structure by Consultant.
.1
Maintain ambient temperature and humidity levels as required for comfort of
office personnel.
.5
Ventilating:
.1
Prevent accumulations of dust, fumes, mists, vapours or gases in areas occupied
during construction.
.2
Provide local exhaust ventilation to prevent harmful accumulation of hazardous
substances into atmosphere of occupied areas.
.3
Dispose of exhaust materials in manner that will not result in harmful exposure to
persons.
.4
Ventilate storage spaces containing hazardous or volatile materials.
.5
Ventilate temporary sanitary facilities.
.6
Continue operation of ventilation and exhaust system for time after cessation of
work process to assure removal of harmful contaminants.
.7
Ventilate and exhaust interior areas minimum 8 hours after use of fuel fired power
tools.
.6
Maintain strict supervision of operation of temporary heating and ventilating equipment to:
.1
Conform with applicable codes and standards.
.2
Enforce safe practices.
.3
Prevent abuse of services.
.4
Prevent damage to finishes.
.5
Vent direct-fired combustion units to outside.
.7
Use of new or existing systems for temporary heating, ventilating or air conditioning will
not be permitted.
FILE 1177
AUGUST 2016
1.9
1.10
1.11
SECTION 01 50 00
PAGE 3 OF 3
BARRIERS
.1
Construction Fence: Construction Fence to consist of 6'-0" high metal fencing complete with
posts as required to complete installation. Portable type fencing is acceptable. Provide
lockable gates, of sufficient size to allow truck access.
.2
Supply, erect and maintain barricades, sidewalk sheds, catch platforms, and accessories as
required by authorities having jurisdiction. When no longer required, remove from the site.
Demolished material shall become property of Contractor.
.3
Construction Partition for Protection of Premises during renovations:
.1
Provide construction partitions to localize dust generating activities, and for protection
of workers, finished areas of Work and public.
.2
Maintain and relocate this protection until such Work is complete.
.3
Construction Partition to consist of the following: ½” plywood both sides of 3 ½: wood
studs @ 16” cts ½” plywood both sides of 3 ½: wood studs @ 16” cts.Partition to be
continuous floor to ceiling and to be sealed at junction of any structural elements.
Provide construction partition between phases of renovation work on the interior of
building. Existing walls also will be acceptable as a construction partition. Seal any
openings to minimize dirt transmission.
WASTE DISPOSAL REQUIREMENTS
.1
Comply with Provincial and Municipal laws, rules and regulations pertaining to disposal
operations.
.2
Provide on-site metal containers with lids, for collection and temporary storage of waste
material, rubbish, and debris.
.3
Dispose of waste material, rubbish, and debris at disposal areas away from site.
.4
Do not burn or bury waste material, rubbish and debris on site.
.5
Do not dispose of wastes into brooks, streams, rivers, waterways, lakes or ponds.
.6
Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or
sanitary drains.
CONSTRUCTION PARKING
.1
1.12
TEMPORARY FACILITIES
Construction Parking will be available on site, restore parking areas as required at completion of
work.
REMOVAL OF TEMPORARY FACILITIES
.1
Remove temporary facilities from site at completion of work.
PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - EXECUTION (NOT APPLICABLE)
END OF SECTION
FILE 1177
AUGUST 2016
COMMON PRODUCT REQUIREMENTS
Part 1
GENERAL
1.1
REFERENCES
SECTION 01 60 00
PAGE 1 OF 5
.1
Within text of each specifications section, reference may be made to reference standards.
List of standards reference writing organizations is contained in each Specification
Section.
.2
Conform to these reference standards, in whole or in part as specifically requested in
specifications.
.3
If there is question as to whether products or systems are in conformance with applicable
standards, Consultant reserves right to have such products or systems tested to prove or
disprove conformance.
.4
Cost for such testing will be born by Owner in event of conformance with Contract
Documents or by Contractor in event of non-conformance.
1.2
QUALITY
.1
Products, materials, equipment and articles incorporated in Work shall be new, not
damaged or defective, and of best quality for purpose intended. If requested, furnish
evidence as to type, source and quality of products provided.
.2
Procurement policy is to acquire, in cost effective manner, items containing highest
percentage of recycled and recovered materials practicable consistent with maintaining
satisfactory levels of competition. Make reasonable efforts to use recycled and recovered
materials and in otherwise utilizing recycled and recovered materials in execution of work.
.3
Defective products, whenever identified prior to completion of Work, will be rejected,
regardless of previous inspections. Inspection does not relieve responsibility, but is
precaution against oversight or error. Remove and replace defective products at own
expense and be responsible for delays and expenses caused by rejection.
.4
Should disputes arise as to quality or fitness of products, decision rests strictly with
Consultant based upon requirements of Contract Documents.
.5
Unless otherwise indicated in specifications, maintain uniformity of manufacture for any
particular or like item throughout building.
.6
Permanent labels, trademarks and nameplates on products are not acceptable in
prominent locations, except where required for operating instructions, or when located in
mechanical or electrical rooms.
1.3
AVAILABILITY
.1
Immediately upon signing Contract, review product delivery requirements and anticipate
foreseeable supply delays for items. If delays in supply of products are foreseeable, notify
Consultant of such, in order that substitutions or other remedial action may be authorized
in ample time to prevent delay in performance of Work.
FILE 1177
AUGUST 2016
.2
1.4
COMMON PRODUCT REQUIREMENTS
SECTION 01 60 00
PAGE 2 OF 5
In event of failure to notify Consultant at commencement of Work and should it
subsequently appear that Work may be delayed for such reason, Consultant reserves
right to substitute more readily available products of similar character, at no increase in
Contract Price or Contract Time.
STORAGE, HANDLING AND PROTECTION
.1
Handle and store products in manner to prevent damage, adulteration, deterioration and
soiling and in accordance with manufacturer's instructions when applicable.
.2
Store packaged or bundled products in original and undamaged condition with
manufacturer's seal and labels intact. Do not remove from packaging or bundling until
required in Work.
.3
Store products subject to damage from weather in weatherproof enclosures.
.4
Store cementitious products clear of earth or concrete floors, and away from walls.
.5
Keep sand, when used for grout or mortar materials, clean and dry. Store sand on
wooden platforms and cover with waterproof tarpaulins during inclement weather.
.6
Store sheet materials, lumber on flat, solid supports and keep clear of ground. Slope to
shed moisture.
.7
Store and mix paints in heated and ventilated room. Remove oily rags and other
combustible debris from site daily. Take every precaution necessary to prevent
spontaneous combustion.
.8
Remove and replace damaged products at own expense and to satisfaction of
Consultant.
.9
Touch-up damaged factory finished surfaces to Consultant's satisfaction. Use touch-up
materials to match original. Do not paint over name plates.
1.5
TRANSPORTATION
.1
Pay costs of transportation of products required in performance of Work.
.2
Transportation cost of products supplied by Owner will be paid for by Consultant. Unload,
handle and store such products.
1.6
MANUFACTURER'S INSTRUCTIONS
.1
Unless otherwise indicated in specifications, install or erect products in accordance with
manufacturer's instructions. Do not rely on labels or enclosures provided with products.
Obtain written instructions directly from manufacturers.
.2
Notify Consultant in writing, of conflicts between specifications and manufacturer's
instructions, so that Consultant will establish course of action.
FILE 1177
AUGUST 2016
.3
1.7
COMMON PRODUCT REQUIREMENTS
SECTION 01 60 00
PAGE 3 OF 5
Improper installation or erection of products, due to failure in complying with these
requirements, authorizes Consultant to require removal and re-installation at no increase
in Contract Price or Contract Time.
QUALITY OF WORK
.1
Ensure Quality of Work is of highest standard, executed by workers experienced and
skilled in respective duties for which they are employed. Immediately notify Consultant if
required Work is such as to make it impractical to produce required results.
.2
Do not employ anyone unskilled in their required duties. Consultant reserves right to
require dismissal from site, workers deemed incompetent or careless.
.3
Decisions as to standard or fitness of Quality of Work in cases of dispute rest solely with
Consultant, whose decision is final.
1.8
CO-ORDINATION
.1
Ensure co-operation of workers in laying out Work. Maintain efficient and continuous
supervision.
.2
Be responsible for coordination and placement of openings, sleeves and accessories.
1.9
CONCEALMENT
.1
In finished areas conceal pipes, ducts and wiring in floors, walls and ceilings, except
where indicated otherwise.
.2
Before installation inform Consultant if there is interference. Install as directed by
Consultant.
1.10
REMEDIAL WORK
.1
Perform remedial work required to repair or replace parts or portions of Work identified as
defective or unacceptable. Co-ordinate adjacent affected Work as required.
.2
Perform remedial work by specialists familiar with materials affected. Perform in a
manner to neither damage nor put at risk any portion of Work.
1.11
LOCATION OF FIXTURES
.1
Consider location of fixtures, outlets, and mechanical and electrical items indicated as
approximate.
.2
Inform Consultant of conflicting installation. Install as directed.
1.12
FASTENINGS
.1
Provide metal fastenings and accessories in same texture, colour and finish as adjacent
materials, unless indicated otherwise.
FILE 1177
AUGUST 2016
COMMON PRODUCT REQUIREMENTS
SECTION 01 60 00
PAGE 4 OF 5
.2
Prevent electrolytic action between dissimilar metals and materials.
.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 affected
specification Section.
.4
Space anchors within individual load limit or shear capacity and ensure they provide
positive permanent anchorage. Wood, or any other organic material plugs are not
acceptable.
.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.
1.13
FASTENINGS - EQUIPMENT
.1
Use fastenings of standard commercial sizes and patterns with material and finish
suitable for service.
.2
Use heavy hexagon heads, semi-finished unless otherwise specified. Use No. 304
stainless steel for exterior areas.
.3
Bolts may not project more than one diameter beyond nuts.
.4
Use plain type washers on equipment, sheet metal and soft gasket lock type washers
where vibrations occur. Use resilient washers with stainless steel.
1.14
PROTECTION OF WORK IN PROGRESS
.1
1.15
Prevent overloading of parts of building. Do not cut, drill or sleeve load bearing structural
member, unless specifically indicated without written approval of Consultant.
EXISTING UTILITIES
.1
When breaking into or connecting to existing services or utilities, execute Work at times
directed by local governing authorities, with minimum of disturbance to Work, [and/or
building occupants] [and pedestrian and vehicular traffic].
.2
Protect, relocate or maintain existing active services. When services are encountered,
cap off in manner approved by authority having jurisdiction. Stake and record location of
capped service.
Part 2
Products
2.1
NOT USED
.1
Not Used.
FILE 1177
AUGUST 2016
COMMON PRODUCT REQUIREMENTS
Part 3
Execution
3.1
NOT USED
.1
Not Used.
END OF SECTION
SECTION 01 60 00
PAGE 5 OF 5
FILE 1177
AUGUST 2016
EXECUTION
Part 1
General
1.1
SUBMITTALS
SECTION 01 73 00
PAGE 1 OF 2
.1
Submittals: in accordance with Section 01 33 00 - Submittal Procedures.
.2
Submit written request in advance of cutting or alteration which affects:
.1
.2
.3
.4
.5
.3
Include in request:
.1
.2
.3
.4
.5
.6
.7
.8
1.2
Structural integrity of elements of project.
Integrity of weather-exposed or moisture-resistant elements.
Efficiency, maintenance, or safety of operational elements.
Visual qualities of sight-exposed elements.
Work of Owner or separate contractor.
Identification of project.
Location and description of affected Work.
Statement on necessity for cutting or alteration.
Description of proposed Work, and products to be used.
Alternatives to cutting and patching.
Effect on Work of Owner or separate contractor.
Written permission of affected separate contractor.
Date and time work will be executed.
MATERIALS
.1
Required for original installation.
.2
Change in Materials: Submit request for substitution in accordance with Section 01 30 00
- Submittal Procedures.
1.3
PREPARATION
.1
Inspect existing conditions, including elements subject to damage or movement during
cutting and patching.
.2
After uncovering, inspect conditions affecting performance of Work.
.3
Beginning of cutting or patching means acceptance of existing conditions.
.4
Provide supports to assure structural integrity of surroundings; provide devices and
methods to protect other portions of project from damage.
.5
Provide protection from elements for areas which are to be exposed by uncovering work;
maintain excavations free of water.
FILE 1177
AUGUST 2016
1.4
EXECUTION
SECTION 01 73 00
PAGE 2 OF 2
EXECUTION
.1
Execute cutting, fitting, and patching including excavation and fill, to complete Work.
.2
Fit several parts together, to integrate with other Work.
.3
Uncover Work to install ill-timed Work.
.4
Remove and replace defective and non-conforming Work.
.5
Remove samples of installed Work for testing where required.
.6
Provide openings in non-structural elements of Work for penetrations of mechanical and
electrical Work.
.7
Execute Work by methods to avoid damage to other Work, and which will provide proper
surfaces to receive patching and finishing.
.8
Employ original installer to perform cutting and patching for weather-exposed and
moisture-resistant elements, and sight-exposed surfaces.
.9
Cut rigid materials using masonry saw or core drill. Pneumatic or impact tools not allowed
on masonry work without prior approval.
.10
Restore work with new products in accordance with requirements of Contract Documents.
.11
Fit Work airtight to pipes, sleeves, ducts, conduit, and other penetrations through
surfaces.
.12
At penetration of fire rated wall, ceiling, or floor construction, completely seal voids with
firestopping material in accordance with Section 07 84 00 – Firestopping, full thickness of
the construction element.
.13
Refinish surfaces to match adjacent finishes: Refinish continuous surfaces to nearest
intersection. Refinish assemblies by refinishing entire unit.
.14
Conceal pipes, ducts and wiring in floor, wall and ceiling construction of finished areas
except where indicated otherwise.
Part 2
2.1
.1
Products
NOT USED
Not Used.
.1
Execution not Used
Not Used.
Part 3
END OF SECTION
FILE 1177
AUGUST 2016
CLEANING
SECTION 01 74 10
PAGE 1 OF 2
PART 1 – GENERAL
1.1
1.2
PROJECT CLEANLINESS
.1
Maintain Work in tidy condition, free from accumulation of waste products and debris.
.2
Remove waste materials from site at daily regularly scheduled times. Do not burn waste
materials on site.
.3
Clear snow and ice from access to building.
.4
Make arrangements with and obtain permits from authorities having jurisdiction for
disposal of waste and debris.
.5
Provide on-site containers for collection of waste materials and debris.
.6
Provide and use marked separate bins for recycling.
.7
Dispose of waste materials and debris off site.
.8
Clean interior areas prior to start of finishing work, and maintain areas free of dust and
other contaminants during finishing operations.
.9
Store volatile waste in covered metal containers, and remove from premises at end of
each working day.
.10
Provide adequate ventilation during use of volatile or noxious substances. Use of building
ventilation systems is not permitted for this purpose.
.11
Use only cleaning materials recommended by manufacturer of surface to be cleaned, and
as recommended by cleaning material manufacturer.
.12
Schedule cleaning operations so that resulting dust, debris and other contaminants will
not fall on wet, newly painted surfaces nor contaminate building systems.
FINAL CLEANING
.1
When Work is Substantially Performed remove surplus products, tools, construction
machinery and equipment not required for performance of remaining Work.
.2
Remove waste products and debris other than that caused by others, and leave Work
clean and suitable for occupancy.
.3
Prior to final review remove surplus products, tools, construction machinery and
equipment.
.4
Remove waste products and debris.
.5
Remove waste materials from site at regularly scheduled times. Do not burn waste
materials on site.
.6
Make arrangements with and obtain permits from authorities having jurisdiction for
disposal of waste and debris.
FILE 1177
AUGUST 2016
CLEANING
SECTION 01 74 10
PAGE 2 OF 2
.7
Clean and polish glass, mirrors, hardware, wall tile, stainless steel, chrome, porcelain
enamel, baked enamel, plastic laminate, and mechanical and electrical fixtures. Replace
broken, scratched or disfigured glass.
.8
Remove stains, spots, marks and dirt from decorative work, electrical and mechanical
fixtures, furniture fitments, walls, floors and ceilings.
.9
Clean lighting reflectors, lenses, and other lighting surfaces.
.10
Vacuum clean and dust building interiors, behind grilles, louvres and screens.
.11
Wax, seal, shampoo or prepare floor finishes, as recommended by manufacturer.
.12
Inspect finishes, fitments and equipment and ensure specified workmanship and
operation.
.13
Broom clean and wash exterior walks, steps and surfaces; rake clean other surfaces of
grounds.
.14
Remove dirt and other disfiguration from exterior surfaces.
.15
Clean and sweep roofs, gutters, areaways, and sunken wells.
.16
Sweep and wash clean paved areas.
.17
Clean equipment and fixtures to sanitary condition; clean or replace filters of mechanical
equipment.
.18
Clean roofs, downspouts, and drainage systems.
.19
Remove debris and surplus materials from crawl areas and other accessible concealed
spaces.
.20
Remove snow and ice from access to building.
PART 2 – PRODUCTS: NOT USED
PART 3 – EXECUTION: NOT USED
END OF SECTION
FILE 1177
AUGUST 2016
CLOSEOUT SUBMITTALS
Part 1
General
1.1
SUBMITTALS
SECTION 01 77 00
PAGE 1 OF 8
.1
Submittals: in accordance with Section 01 33 00 - Submittal Procedures.
.2
Prepare instructions and data using personnel experienced in maintenance and operation
of described products.
.3
Copy will be returned after final inspection, with Consultant's comments.
.4
Revise content of documents as required prior to final submittal.
.5
Two weeks prior to Substantial Performance of the Work, submit to the Consultant three
final copies of operating and maintenance manuals in English.
.6
Ensure spare parts, maintenance materials and special tools provided are new,
undamaged or defective, and of same quality and manufacture as products provided in
Work.
.7
Furnish evidence, if requested, for type, source and quality of products provided.
.8
Defective products will be rejected, regardless of previous inspections. Replace products
at own expense.
.9
Pay costs of transportation.
1.2
FORMAT
.1
Organize data as instructional manual.
.2
Binders: vinyl, hard covered, 3 'D' ring, loose leaf 219 x 279 mm with spine and face
pockets.
.3
When multiple binders are used correlate data into related consistent groupings. Identify
contents of each binder on spine.
.4
Cover: identify each binder with type or printed title 'Project Record Documents'; list title of
project and identify subject matter of contents.
.5
Arrange content by [systems,] [process flow,] under Section numbers and sequence of
Table of Contents.
.6
Provide tabbed fly leaf for each separate product and system, with typed description of
product and major component parts of equipment.
.7
Text: manufacturer's printed data, or typewritten data.
.8
Drawings: provide with reinforced punched binder tab. Bind in with text; fold larger
drawings to size of text pages.
FILE 1177
AUGUST 2016
.9
1.3
CLOSEOUT SUBMITTALS
SECTION 01 77 00
PAGE 2 OF 8
Provide 1:1 scaled CAD files in dwg format on CD.
CONTENTS - EACH VOLUME
.1
Table of Contents: provide title of project;
.1
.2
.3
.2
Date of submission; names.
Addresses, and telephone numbers of Consultant and Contractor with name of
responsible parties.
Schedule of products and systems, indexed to content of volume.
For each product or system:
.1
List names, addresses and telephone numbers of subcontractors and suppliers,
including local source of supplies and replacement parts.
.3
Product Data: mark each sheet to identify specific products and component parts, and
data applicable to installation; delete inapplicable information.
.4
Drawings: supplement product data to illustrate relations of component parts of
equipment and systems, to show control and flow diagrams.
.5
Typewritten Text: as required to supplement product data. Provide logical sequence of
instructions for each procedure, incorporating manufacturer's instructions specified in
Section 01450 - Quality Control.
.6
Training: refer to Section 01790 - Demonstration and Training.
1.4
AS-BUILTS AND SAMPLES
.1
Maintain, at site for Consultant and Owner one record copy of:
.1
.2
.3
.4
.5
.6
.7
.8
Contract Drawings.
Specifications.
Addenda.
Change Orders and other modifications to Contract.
Reviewed shop drawings, product data, and samples.
Field test records.
Inspection certificates.
Manufacturer's certificates.
.2
Store record documents and samples in field office apart from documents used for
construction. Provide files, racks, and secure storage.
.3
Label record documents and file in accordance with Section number listings in List of
Contents of this Project Manual. Label each document "PROJECT RECORD" in neat,
large, printed letters.
.4
Maintain record documents in clean, dry and legible condition. Do not use record
documents for construction purposes.
FILE 1177
AUGUST 2016
.5
1.5
CLOSEOUT SUBMITTALS
SECTION 01 77 00
PAGE 3 OF 8
Keep record documents and samples available for inspection by Consultant.
RECORDING ACTUAL SITE CONDITIONS
.1
Record information on set of black line opaque drawings, provided by Consultant.
.2
Provide felt tip marking pens, maintaining separate colours for each major system, for
recording information.
.3
Record information concurrently with construction progress. Do not conceal Work until
required information is recorded.
.4
Contract Drawings and shop drawings: mark each item to record actual construction,
including:
.1
.2
.3
.4
.5
.6
.7
.5
Measured depths of elements of foundation in relation to finish first floor datum.
Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements.
Measured locations of internal utilities and appurtenances, referenced to visible
and accessible features of construction.
Field changes of dimension and detail.
Changes made by change orders.
Details not on original Contract Drawings.
References to related shop drawings and modifications.
Specifications: mark each item to record actual construction, including:
.1
.2
Manufacturer, trade name, and catalogue number of each product actually
installed, particularly optional items and substitute items.
Changes made by Addenda and change orders.
.6
Other Documents: maintain manufacturer's certifications, inspection certifications, field
test records, required by individual specifications sections.
.7
Record Drawings
.1
At end of construction, transpose al changes indicated from the set of prints to a
computer disk by a competent technologist. Work on computer disk shall be
done in AutoCAD 14 or later version. Identify computer record set as "Project
Record Copy".
.8
Submit record drawings and computer disc to Consultant as indicated in OAA/OGCA Take
Over Procedures, OAA/OGCA Document No. 100.
1.6
EQUIPMENT AND SYSTEMS
.1
Each Item of Equipment and Each System: include description of unit or system, and
component parts. Give function, normal operation characteristics, and limiting conditions.
Include performance curves, with engineering data and tests, and complete nomenclature
and commercial number of replaceable parts.
.2
Panel board circuit directories: provide electrical service characteristics, controls, and
communications.
FILE 1177
AUGUST 2016
CLOSEOUT SUBMITTALS
SECTION 01 77 00
PAGE 4 OF 8
.3
Include installed colour coded wiring diagrams.
.4
Operating Procedures: include start-up, break-in, and routine normal operating
instructions and sequences. Include regulation, control, stopping, shut-down, and
emergency instructions. Include summer, winter, and any special operating instructions.
.5
Maintenance Requirements: include routine procedures and guide for trouble-shooting;
disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing,
and checking instructions.
.6
Provide servicing and lubrication schedule, and list of lubricants required.
.7
Include manufacturer's printed operation and maintenance instructions.
.8
Include sequence of operation by controls manufacturer.
.9
Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.
.10
Provide installed control diagrams by controls manufacturer.
.11
Provide Contractor's co-ordination drawings, with installed colour coded piping diagrams.
.12
Provide charts of valve tag numbers, with location and function of each valve, keyed to
flow and control diagrams.
.13
Provide list of original manufacturer's spare parts, current prices, and recommended
quantities to be maintained in storage.
.14
Include test and balancing reports as specified in Section 01450 - Quality Control.
.15
Additional requirements: as specified in individual specification sections.
1.7
MATERIALS AND FINISHES
.1
Building Products, Applied Materials, and Finishes: include product data, with catalogue
number, size, composition, and colour and texture designations.
.2
Instructions for cleaning agents and methods, precautions against detrimental agents and
methods, and recommended schedule for cleaning and maintenance.
.3
Moisture-Protection and Weather-Exposed Products: include manufacturer's
recommendations for cleaning agents and methods, precautions against detrimental
agents and methods, and recommended schedule for cleaning and maintenance.
.4
Additional Requirements: as specified in individual specifications sections.
1.8
SPARE PARTS
.1
Provide spare parts, in quantities specified in individual specification sections.
FILE 1177
AUGUST 2016
CLOSEOUT SUBMITTALS
SECTION 01 77 00
PAGE 5 OF 8
.2
Provide items of same manufacture and quality as items in Work.
.3
Deliver to site; place and store.
.4
Receive and catalogue items. Submit inventory listing to Consultant. Include approved
listings in Maintenance Manual.
.5
Obtain receipt for delivered products and submit prior to final payment.
1.9
MAINTENANCE MATERIALS
.1
Provide maintenance and extra materials, in quantities specified in individual specification
sections.
.2
Provide items of same manufacture and quality as items in Work.
.3
Deliver to site; location as directed; place and store.
.4
Receive and catalogue items. Submit inventory listing to Consultant. Include approved
listings in Maintenance Manual.
.5
Obtain receipt for delivered products and submit prior to final payment.
1.10
SPECIAL TOOLS
.1
Provide special tools, in quantities specified in individual specification section.
.2
Provide items with tags identifying their associated function and equipment.
.3
Deliver to site; place and store.
.4
Receive and catalogue items. Submit inventory listing to Consultant. Include approved
listings in Maintenance Manual.
1.11
STORAGE, HANDLING AND PROTECTION
.1
Store spare parts, maintenance materials, and special tools in manner to prevent damage
or deterioration.
.2
Store in original and undamaged condition with manufacturer's seal and labels intact.
.3
Store components subject to damage from weather in weatherproof enclosures.
.4
Store paints and freezable materials in a heated and ventilated room.
.5
Remove and replace damaged products at own expense and to satisfaction of
Consultant.
1.12
WARRANTIES AND BONDS
.1
Develop warranty management plan to contain information relevant to Warranties.
FILE 1177
AUGUST 2016
CLOSEOUT SUBMITTALS
SECTION 01 77 00
PAGE 6 OF 8
.2
Submit warranty management plan prior to Substantial Performance.
.3
Warranty management plan to include required actions and documents to assure that
Owner receives warranties to which it is entitled.
.4
Provide plan in narrative form and contain sufficient detail to make it suitable for use by
future maintenance and repair personnel.
.5
Submit, warranty information made available during construction phase, to Consultant for
approval prior to each monthly pay estimate.
.6
Assemble approved information in binder and submit upon acceptance of work. Organize
binder as follows:
.1
.2
.3
.4
.5
.6
Separate each warranty or bond with index tab sheets keyed to Table of Contents
listing.
List subcontractor, supplier, and manufacturer, with name, address, and
telephone number of responsible principal.
Obtain warranties and bonds, executed in duplicate by subcontractors, suppliers,
and manufacturers, within ten days after completion of applicable item of work.
Verify that documents are in proper form, contain full information, and are
notarized.
Co-execute submittals when required.
Retain warranties and bonds until time specified for submittal.
.7
Except for items put into use with Owner's permission, leave date of beginning of time of
warranty until Date of Substantial Performance is determined.
.8
Conduct joint 12 month warranty inspection, measured from time of acceptance, by
Consultant.
.9
Include information contained in warranty management plan as follows:
.1
.2
.3
Roles and responsibilities of personnel associated with warranty process,
including points of contact and telephone numbers within the organizations of
Contractors, subcontractors, manufacturers or suppliers involved.
Listing and status of delivery of Certificates of Warranty for extended warranty
items, to include roofs, HVAC balancing, pumps, motors, transformers, and
commissioned systems such as fire protection, alarm systems, sprinkler systems.
Provide list for each warranted equipment, item, feature of construction or system
indicating:
.1
Name of item.
.2
Model and serial numbers.
.3
Location where installed.
.4
Name and phone numbers of manufacturers or suppliers.
.5
Names, addresses and telephone numbers of sources of spare parts.
.6
Warranties and terms of warranty: include one-year overall warranty of
construction. Indicate items that have extended warranties and show
separate warranty expiration dates.
FILE 1177
AUGUST 2016
CLOSEOUT SUBMITTALS
SECTION 01 77 00
PAGE 7 OF 8
.7
.8
.9
.4
.5
.6
Cross-reference to warranty certificates as applicable.
Starting point and duration of warranty period.
Summary of maintenance procedures required to continue warranty in
force.
.10
Cross-Reference to specific pertinent Operation and Maintenance
manuals.
.11
Organization, names and phone numbers of persons to call for warranty
service.
.12
Typical response time and repair time expected for various warranted
equipment.
Contractor's plans for attendance at 12 month post-construction warranty
inspections.
Procedure and status of tagging of equipment covered by extended warranties.
Post copies of instructions near selected pieces of equipment where operation is
critical for warranty and/or safety reasons.
.10
Respond in a timely manner to oral or written notification of required construction warranty
repair work.
.11
Written verification will follow oral instructions. Failure to respond will be cause for the
Consultant to proceed with action against Contractor.
1.13
PRE-WARRANTY CONFERENCE
.1
Meet with Consultant, to develop understanding of requirements of this section. Schedule
meeting prior to contract completion, and at time designated by Consultant.
.2
Consultant will establish communication procedures for:
.1
.2
.3
Notification of construction warranty defects.
Determine priorities for type of defect.
Determine reasonable time for response.
.3
Provide name, telephone number and address of licensed and bonded company that is
authorized to initiate and pursue construction warranty work action.
.4
Ensure contact is located within local service area of warranted construction, is
continuously available, and is responsive to inquiries for warranty work action.
1.14
WARRANTY TAGS
.1
Tag, at time of installation, each warranted item. Provide durable, oil and water resistant
tag approved by Consultant.
.2
Attach tags with copper wire and spray with waterproof silicone coating.
.3
Leave date of acceptance until project is accepted for occupancy.
.4
Indicate following information on tag:
FILE 1177
AUGUST 2016
CLOSEOUT SUBMITTALS
.1
.2
.3
.4
.5
.6
.7
Type of product/material.
Model number.
Serial number.
Contract number.
Warranty period.
Inspector's signature.
Construction Contractor.
Part 2
Products
2.1
NOT USED
Part 3
Execution
3.1
NOT USED
END OF SECTION
SECTION 01 77 00
PAGE 8 OF 8
FILE 1177
AUGUST 2016
DEMOLITION
SECTION 02 06 00
PAGE 1 OF 2
PART 1 - GENERAL
1.1
REFERENCES
.1
CSA S350-M1980, Code of Practice for Safety in Demolition of Structures.
1.2
EXISTING CONDITIONS
.1
Take over structures to be demolished based on their condition at time of examination prior to
Bidding.
.2
Demolition of spray or trowel-applied asbestos can be hazardous to health. Should material
resembling spray or trowel-applied 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.
1.4
PROTECTION
.1
Prevent movement, settlement or damage of parts of existing building to remain. Provide bracing and
shoring as required. Make good damage caused by demolition.
.2
Take precautions to support affected structures and, if safety of building being demolished appears
to be endangered, cease operations and notify Consultant.
.3
Prevent debris from blocking surface drainage system, elevators, mechanical and electrical systems
which must remain in operation.
PART 2 - PRODUCTS: N.A.
PART 3 - EXECUTION
3.1
WORK
.1
Dispose of demolished materials except where noted otherwise and in accordance with authorities
having jurisdiction.
.2
Remove the following materials and turn over to Owner:
.1
Any plaques, pictures or other material hung on walls and not removed by the Owner.
.2
Other items specifically noted on drawings.
3.2
PREPARATION
.1
Disconnect and re-route electrical and telephone service lines entering portion of building to be
demolished in accordance with authorities having jurisdiction. Post warning signs on electrical lines
and equipment which must remain energized to serve other portions of the property during period of
demolition.
.2
Disconnect and cap designated mechanical services in accordance with authorities having
jurisdiction.
FILE 1177
AUGUST 2016
DEMOLITION
.3
Do not disrupt active or energized utilities designated to remain undisturbed.
.4
Employ rodent and vermin exterminators to comply with health regulations
SECTION 02 06 00
PAGE 2 OF 2
3.3 DEMOLITION
.1
Demolish parts of building to permit construction of addition and remedial work as indicated.
.2
Remove existing equipment, services, and obstacles where required for refinishing or making good
of existing surfaces, and replace as work progresses.
.4
At end of each day's work, leave work in safe condition so that no part is in danger of toppling or
falling. Protect interiors of parts not to be demolished from exterior elements at all times.
.5
Demolish to minimize dusting. Keep materials wetted as directed by Consultant.
.6
Remove structural framing as indicated.
.7
Do not sell or burn materials on site.
.8
Remove contaminated or dangerous materials as defined by authorities having jurisdiction, relating
to environmental protection, from site and dispose of in safe manner to minimize danger at site or
during disposal.
END OF SECTION
MASONRY PROCEDURES
FILE 1177
AUGUST 2016
SECTION 04 05 00
PAGE 1 of 3
PART 1 – GENERAL
1.1 RELATED WORK
.1
.2
.3
.4
Mortar and grout: Section 04 10 00
Masonry reinforcing and tying: Section 04 16 00
Unit Masonry: Section 04 22 00
Sealants: Section 07 90 00
1.2 REFERENCE STANDARDS
.1
Do masonry work in accordance with CAN3-A371 except where specified otherwise.
1.3 PRODUCT DELIVERY, STORAGE AND HANDLING
.1
Deliver materials to job site in dry condition.
.2
Keep materials dry until use, except where wetting of bricks is specified.
.3
Store under waterproof cover on pallets or plank platforms held off ground by means of
plank or timber skids.
.4
Chipped or cracked masonry units will not be accepted.
1.4 SAMPLES
1.5
.1
Submit samples in accordance with Section 01 33 00 - Submittals.
.2
Submit samples:
.1
Two of each type of masonry unit specified.
.2
One of each type of masonry accessory specified.
.3
One of each type of masonry reinforcement and tie proposed for use.
.4
As required for testing purposes.
SITE CONDITIONS
.1
Ambient Conditions: assemble and erect components when temperatures are above 4
degrees C.
.2
Weather Requirements: to CSA-A371.
.3
Cold weather requirements:
.1
.2
.3
.4
To CSA-A371 with following requirements.
Maintain temperature of mortar between 5 degrees C and 50 degrees C until
batch is used or becomes stable.
Maintain ambient temperature of masonry work and it's constituent materials
between 5 degrees C and 50 degrees C and protect site from windchill.
Maintain temperature of masonry above 0 degrees C for minimum of 7 days, after
mortar is installed. Preheat unheated wall sections in enclosure for minimum 72
hours above 10 degrees C, before applying mortar. Provide heated enclosure if
MASONRY PROCEDURES
FILE 1177
AUGUST 2016
.4
SECTION 04 05 00
PAGE 2 of 3
required by weather conditions.
Hot weather requirements:
.1
Protect freshly laid masonry from drying too rapidly, by means of waterproof, nonstaining coverings.
.2
Keep masonry dry using waterproof, non-staining coverings that extend over
walls and down sides sufficient to protect walls from wind driven rain, until
masonry work is completed and protected by flashings or other permanent
construction.
.3
Spray mortar surface at intervals and keep moist for maximum of three days after
installation.
1.7 PROTECTION
.1
Protect masonry and other work from marking and other damage. Protect completed work
from mortar droppings. Use non-staining coverings.
.2
Provide temporary bracing of masonry work during and after erection until permanent lateral
support is in place.
PART 2 – PRODUCTS
2.1 MATERIALS
.1
Masonry materials are specified in related Sections indicated in 1.1.
PART 3 – EXECUTION
3.1 WORKMANSHIP
.1
Build masonry plumb, level, and true to line, with vertical joints in alignment.
.2
Layout coursing and bond to achieve correct coursing heights, and continuity of bond above
and below openings, with minimum of cutting.
3.2 TOLERANCES
.1
Tolerance in notes to Clause 5.3 of CAN3- A371 apply.
3.3 EXPOSED MASONRY
.1
Remove chipped, cracked, and otherwise damaged units in exposed masonry and replace
with undamaged units.
3.4 JOINTING
.1
Allow joints to set just enough to remove excess water, then tool with round jointer to provide
smooth, compressed, uniformly concave joints.
.2
Strike flush all joints concealed in walls and joints in walls to receive plaster, tile, insulation,
or other applied material except paint or similar thin finish coating.
MASONRY PROCEDURES
FILE 1177
AUGUST 2016
.3
3.5 CUTTING
.1
.2
SECTION 04 05 00
PAGE 3 of 3
All mortar joints are to be a uniform width and to match existing.
Cut out neatly for electrical switches, outlet boxes, and other recessed or built-in objects.
Make cuts straight, clean, and free from uneven edges.
3.6 BUILDING-IN
.1
Build in items required to be built into masonry.
.2
Prevent displacement of built-in items during construction. Check plumb, location and
alignment frequently, as work progresses.
.3
Brace door jambs to maintain plumb. Fill spaces between jambs and masonry with mortar.
3.7 SUPPORT OF LOADS
.1
Use 30 MPa concrete to Division 3 where concrete fill is used in lieu of solid units.
.2
Use grout to CSA A179 where grout is used in lieu of solid units.
.3
Install building paper below voids to be filled with concrete or grout; keep paper 1" back from
faces of units.
3.8 PROVISION FOR MOVEMENT
.1
Leave 1/4" space between top of non-load bearing walls and partitions and structural
elements. Do not use wedges.
3.9 LOOSE STEEL LINTELS
.1
Install loose steel lintels supplied by Division 5. Centre over opening width.
3.10 CONTROL JOINTS
.1
Provide continuous control joints as indicated.
3.11 TESTING
.1
Inspection and testing will be carried out by Testing Laboratory designated by Consultant.
.2
Cost of testing will be paid for from the Testing Allowance.
END OF SECTION
FILE 1177
NOVEMBER 2015
MORTAR AND GROUT FOR MASONRY
SECTION 04 05 12
PAGE 1 OF 2
PART 1 – GENERAL
1.1
RELATED WORK
.1
Masonry Procedures: Section 04 05 00.
1.2.1
REFERENCE STANDARDS
.1
Do masonry mortar and grout work to CSA A371-94(R99) except where specified otherwise.
PART 2 – PRODUCTS
2.1 MATERIALS
.1
Use same brands of materials and source of aggregate for entire project.
.2
Mortar and grout: CSA A179.
.3
Use aggregate passing 1.18 mm sieve where 6 mm thick joints are indicated.
.4
Mortar for exterior masonry above grade:
.1
Loadbearing: Type S based on Proportion specifications.
.2
Non-loadbearing: Type N based on Proportion specifications.
.3
Parapet walls, chimneys, unprotected walls: Type based on Proportion
specifications.
.5
Mortar for foundation walls, manholes, sewers, pavements, walks, patios and other
exterior masonry at or below grade: Type M based on Proportion specifications.
.6
Mortar for interior masonry:
.7
.1
Loadbearing: Type S based on Proportion specifications.
.2
Non-loadbearing: Type O based on Proportion specifications.
Following applies regardless of mortar types and uses specified above:
.1
Mortar for stonework: Type N based on Proportion Property specifications.
.2
Mortar for grouted reinforced masonry: Type S M based on Property Proportion
specifications.
.3
Mortar for pointing: Type N based on Proportion specifications.
.4
Parging Mortar: Type N. Proportioned 1 part cement and 2 parts sand.
.5
Mortar for Architectural Stone (M2): Mortar: 1:1:6 Portland cement-hydrated limesand mix in accordance with Stone Manufacturer’s instructions.
FILE 1177
NOVEMBER 2015
MORTAR AND GROUT FOR MASONRY
SECTION 04 05 12
PAGE 2 OF 2
PART 3 – EXECUTION
3.1
CONSTRUCTION
.1
Do masonry mortar and grout work in accordance with CSA A179 except where specified
otherwise.
END OF SECTION
FILE 1177
AUGUST 2016
MASONRY ANCHORAGE AND
REINFORCING
SECTION 04 05 19
PAGE 1 of 2
PART 1 – GENERAL
1.1 RELATED WORK SPECIFIED ELSEWHERE
.1
Masonry procedures:
Section 04 05 00
1.2 REFERENCE STANDARDS
.1
Do masonry reinforcing and tying to CAN 3-S304, unless specified otherwise.
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Bolts and anchors: to Clause 3.6.2 and 4.5.4 of CAN 3- S304.
.2
Horizontal masonry wall reinforcing For Single Wythes of Block Construction use:
Prefabricated, ladur type, extra heavy duty, designed for embedment in horizontal mortar
joints of masonry walls, consisting of two, 4.76 mm dia., parallel, longitudinal deformed
rods welded to a perpendicular 4.76 mm dia., cross rod at 16” o.c. forming a ladder
design. Width of reinforcing approximately 2”less than nominal thickness of wythe or wall
where installed.
Connectors: all metal components hot dipped galvanized finish, and as follows:
.1
For tying brick and architectural block to concrete block Fero Block Shear
Connector or approved alternate in combination with 2-wire ladder horizontal
reinforcing 3.66mm diameter wire side and cross rods.
.1
Fero Block Shear length to suit concrete block width and thickness of
insulation.
.2
Fero V-Tie shall be of length to provide placement of V-Tie legs at
centreline of veneer.
.1
At Corbel provide V-Tie of sufficient length to bridge wider
air space
.3
Provide Block Shear Connectors at 800mm horizontal x 600mm vertical
spacing and 300mm maximum spacing around wall openings, top, and
corners and 200mm from base or as noted on drawings.
Insulation Supports: connector manufacturer’s standard, purpose made, plastic.
.3
.4
PART 3 – EXECUTION
3.1 BOLTS AND ANCHORS
.1
Embed bolts and anchors solidly in mortar or grout to
develop maximum resistance to design forces.
3.2 HORIZONTAL REINFORCING
.1
In wythes of block, install at vertical intervals of 16” maximum, horizontal masonry wall
reinforcement, lapped 6” at each splice, or to manufacturer's instructions.
FILE 1177
AUGUST 2016
3.3
MASONRY ANCHORAGE AND
REINFORCING
SECTION 04 05 19
PAGE 2 of 2
MASONRY CONNECTORS
.1
Install masonry connectors to CSA A370-14 and CSA-A371-14, in accordance with
manufacturer’s instructions and as noted on drawings.
END OF SECTION
FILE 1177
AUGUST 2016
PART 1
MASONRY ACCESSORIES
SECTION 04 05 23
PAGE 1
GENERAL
1.1
.1
.2
.3
.4
1.2
RELATED REQUIREMENTS
Masonry Procedures: Section 04 05 00
Mortar and Grout for Masonry: Section 04 05 12
Masonry Anchorage and Reinforcing: Section 04 05 19
Unit Masonry: Section 04 22 00
REFERENCES
.1
ASTM International Inc.
.1
.2
Canadian Standards Association (CSA International)
.1
.2
1.3
ASTM D2240-05(2010), Standard Test Method for Rubber Property - Durometer
Hardness.
CAN/CSA A371-04(R2014), Masonry Construction for Buildings.
CAN/CSA-ISO 14021-00(R2009), Environmental Labels and Declarations - Self
Declared Environmental Claims (Type II Environmental Labelling).
ACTION AND INFORMATIONAL SUBMITTALS
.1
Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data:
.1
.3
Quality Assurance Submittals:
.1
1.4
Provide manufacturer's printed product literature, specifications and datasheets.
Include product characteristics, performance criteria, and limitations.
Manufacturer's Instructions: submit in accordance with Section 04 05 00 Common Work Results for Masonry, supplemented as follows:
.1
Submit installation instructions for masonry accessories used in project
including fillers,reglets, brick vents, weeps, vents, screens and flashings
FIELD MEASUREMENTS
.1
1.5
Make field measurements necessary to ensure proper fit of members.
DELIVERY, STORAGE, AND HANDLING
.1
Deliver, store and handle masonry accessories in accordance with, Section 01 61 00 Common Product Requirements supplemented as follows:
.1
.2
.2
Keep fillers and adhesives dry, protected against dampness, and freezing.
Store packaged materials off ground and in accordance with manufacturer's
written instructions.
Packaging Waste Management: Separate waste materials for reuse and recycling.
FILE 1177
AUGUST 2016
MASONRY ACCESSORIES
PART 2
Products
2.1
MATERIALS
SECTION 04 05 23
PAGE 2
.1
Movement joint filler: purpose-made elastomer, 70 durometer hardness to ASTM D2240
of size and shape indicated with applied exterior sealant. Material to be expanded
polyethylene in accordance with Section 07 90 00.
.2
Lap adhesive: recommended by masonry flashing manufacturer.
.3
Plastic or Rubber Membrane Masonry Flashing: flexible, self adhering, minimum 40 mil
thickness, Bakor Blueskin, W.R. Meadows Mel-Rol, Grace Perm-A-Barrier or approved
alternate.
.4
Weep Hole Vents: PVC.
.5
Mortar diverters: shaped and sized to suit cavity spaces.
.1
.6
Cavity space size: 1” (25 mm).
Grout Screens: ¼” (6 mm) square monofilament screen is fabricated form high-strength,
non-corrosive polypropylene polymers to isolate flow of grout in designated areas. Size to
suit installation
PART 3
Execution
3.1
EXAMINATION
.1
Verification of Conditions: verify that conditions of substrate previously installed under
other Sections or Contracts are acceptable for masonry accessories installation in
accordance with manufacturer's written instructions.
.1
.2
.3
3.2
Visually inspect substrate in presence of Consultant.
Inform Consultant of unacceptable conditions immediately upon discovery.
Proceed with installation only after unacceptable conditions have been remedied.
INSTALLATION: MATERIALS
.1
Install continuous movement joint fillers in movement joints at locations indicated on
drawings.
.2
Lap adhesive: apply adhesive to flashing lap joints.
.3
Brick vents: install brick vents at locations indicated on drawings.
3.3
INSTALLATION: MOISTURE CONTROL
.1
Install weep hole vents in vertical joints immediately over flashings, in exterior wythes of
cavity wall and masonry veneer wall construction, at maximum horizontal spacing of 24”
(600 mm) on centre.
.2
Mortar diverters: install purpose made diverters in cavities where indicated and as
directed, size and shape to suit purpose and function.
.3
Grout screens: install purpose made diverters in cavities where indicated and as directed,
size and shape to suit purpose and function.
FILE 1177
AUGUST 2016
3.4
MASONRY ACCESSORIES
SECTION 04 05 23
PAGE 3
INSTALLATION: FLASHINGS
.1
Build in flashings in masonry in accordance with CAN/CSA-A371.
.1
.2
.3
Install metal and flexible membrane flashings under exterior masonry bearing on
foundation walls, slabs, shelf angles, and steel angles over openings, and at base
of cavity wall and where cavity is interrupted by horizontal members or supports
and as shown on drawings. Install flashings under weep hole courses and as
indicated.
In cavity walls and veneered walls, carry flexible membrane flashings from front
edge of exterior masonry, under outer wythe, then up backing not less than 6”
(150 mm), and as follows:
.1
For masonry backing embed or bond flashing 1” (25 mm) in joint.
.2
For wood frame backing, staple flashing to walls behind water resistive
paper, and lap joints.
.3
For gypsum board and glass fibre faced sheathing backing, bond to wall
using manufacturer's recommended adhesive.
Lap joints 6” (150 mm) and seal with adhesive.
.2
Form flashing (end dams) at lintels, sills and wall ends to prevent water from travelling
horizontally past flashing ends.
.3
Install vertical flashing where outer veneer returns at window or door jambs, to prevent
contact of veneer with inner wall.
3.5
CLEANING
.1
Clean in accordance with Section 01 74 11 - Cleaning.
.1
.2
Remove surplus materials, excess materials, rubbish, tools and equipment.
Waste Management: separate waste materials for reuse and recycling.
END OF SECTION
UNIT MASONRY
FILE 1177
AUGUST 2016
SECTION 04 22 00
PAGE 1 OF 4
PART 1 - GENERAL
1.1
RELATED WORK
.1
.3
Masonry procedures: Section 04 05 00
Mortar and grout for masonry: Section 04 05 12
PART 2 – PRODUCTS
2.1
MATERIALS
.1
Standard concrete masonry units: to CSA A165.1.
.1
.2
.3
.4
Classification: H/15/A/M.
Size: modular.
Special shapes: provide bull nosed and double bull nosed units for exposed
corners. Provide purpose-made shapes for lintels and bond beams. Provide
additional special shapes as indicated.
Dimensions .1
Standard Concrete Block: Nominal: 6” AND 8” wide x 8” high x 16” long.
Refer to drawings for locations.
.2
Clay Brick: Sioux City Brick Granite Red Smooth Colonial Brick, modular size
.3
Architectural Block: Mondrian Mixed Stone Scandid Grey, 8” height x varying length or
approved alternate.
1.1
REINFORCEMENT
.1
1.2
Reinforcement in accordance with Section 04 05 19 - Masonry Anchorage and
Reinforcing.
CONNECTORS
.1
1.3
Connectors in accordance with Section 04 05 19 - Masonry Anchorage and Reinforcing.
FLASHING
.1
1.4
Flashing: in accordance with Section 04 05 23 - Masonry Accessories.
MORTAR MIXES
.1
1.5
Mortar and mortar mixes in accordance with Section 04 05 00 - Mortar and Grout for
Masonry.
GROUT MIXES
.1
1.6
Grout and grout mixes in accordance with Section 04 05 00 - Mortar and Grout for
Masonry.
CLEANING COMPOUNDS
.1
Use low VOC products.
UNIT MASONRY
FILE 1177
AUGUST 2016
SECTION 04 22 00
PAGE 2 OF 4
.2
Compatible with substrate and acceptable to masonry manufacturer for use on products.
.3
Cleaning compounds compatible with concrete unit masonry and in accordance with
manufacturer's written recommendations and instructions.
1.7
TOLERANCES
.1
Tolerances for standard concrete unit masonry tolerances in accordance with CAN/CSA
A165.1, supplemented as follows:
.1
.2
.3
Maximum variation between units within specific job lot not to exceed 2 mm.
No parallel edge length, width or height dimension for individual unit to differ by
more than 2 mm.
Out of square tolerance not to exceed 2 mm.
Part 2
Execution
2.1
EXAMINATION
.1
Verification of Conditions: verify that conditions of substrate previously installed under
other Sections or Contracts are acceptable for concrete unit masonry installation in
accordance with manufacturer's written instructions.
.1
.2
.3
2.2
Visually inspect substrate in presence of Consultant.
Inform Consultant of unacceptable conditions immediately upon discovery.
Proceed with installation only after unacceptable conditions have been remedied.
PREPARATION
.1
2.3
Protect adjacent finished materials from damage due to masonry work.
INSTALLATION
.1
Concrete block:
.1
.2
.3
.2
Special Shapes:
.1
.3
Bond: running.
Coursing height: 8” for one block and one joint.
Jointing: concave where exposed or where paint or other finish coating is specified.
Install special units to form corners, returns, offsets, reveals and indents without cut
ends being exposed and without losing bond or module.
.2
Install reinforced concrete block lintels over openings in masonry where steel or
reinforced concrete lintels are not indicated.
.3
End bearing: not less than as indicated on drawings.
Face Brick:
.1
Bond: running.
.2
Coursing height: 8” for three brick & three joints.
.3
Jointing: concave.
UNIT MASONRY
FILE 1177
AUGUST 2016
2.4
SECTION 04 22 00
PAGE 3 OF 4
REINFORCEMENT
.1
2.5
Install reinforcing in accordance with Section 04 05 19 - Masonry Anchorage and
Reinforcing.
CONNECTORS
.1
2.6
Install connectors in accordance with Section 04 05 19 - Masonry Anchorage and
Reinforcing.
FLASHING
.1
2.7
Install flashings: in accordance with Section 04 05 23 - Masonry Accessories.
MORTAR PLACEMENT
.1
2.8
Place mortar in accordance with Section 04 05 12 - Mortar and Grout for Masonry .
GROUT PLACEMENT
.1
2.9
Place grout in accordance with Section 04 05 00 - Mortar and Grout for Masonry.
CONSTRUCTION
.1
Cull out masonry units, in accordance with CAN/CSA A165, with chips, cracks, broken
corners, excessive colour and texture variation.
.2
For Stone Units: mix units within each pallet and with other pallets to ensure uniform
blend of colour and texture
.3
Build in miscellaneous items such as bearing plates, steel angles, bolts, anchors, inserts,
sleeves and conduits.
.4
Construct masonry walls using running bond unless otherwise noted.
.5
Build around frames previously set and braced. Fill behind hollow frames within masonry
walls with mortar or grout and embed anchors.
.6
Fit masonry closely against electrical and plumbing outlets so collars, plates and covers
overlap and conceal cuts.
.7
Install movement joints and keep free of mortar where indicated.
.8
Hollow Units: spread mortar setting bed from outside edge of face shells. Gauge amount
of mortar on top and end of unit to create full joints, equivalent to shell thickness. Avoid
excess mortar.
.9
Tamp units firmly into place.
.10
Do not adjust masonry units after mortar has set. Where resetting of masonry is
required, remove, clean and reset units in new mortar.
.11
Tool exposed joints concave; strike concealed joints flush.
.12
After mortar has achieved initial set up, tool joints.
.13
Do not interrupt bond below or above openings.
UNIT MASONRY
FILE 1177
AUGUST 2016
2.10
SECTION 04 22 00
PAGE 4 OF 4
REPAIR/RESTORATION
.1
2.11
Upon completion of masonry, fill holes and cracks, remove loose mortar and repair
defective work.
CLEANING
.1
Clean in accordance with Section 01 74 11 - Cleaning, supplemented as follows.
.1
.2
2.12
Progress Cleaning:
.1 Standard Concrete Unit Masonry: Allow mortar droppings on masonry to
partially dry then remove by means of trowel, followed by rubbing lightly with
small piece of block. Clean wall surface with suitable brush or burlap.
.2 Clay Brick: in accordance with manufacturer’s instructions.
Waste Management: separate waste materials for reuse and recycling.
PROTECTION
.1
Brace and protect concrete and stone unit masonry in accordance with Section 04 05 00
– Masonry Procedures.
END OF SECTION
UNIT MASONRY
FILE 1177
AUGUST 2016
SECTION 04 22 00
PAGE 1 OF 4
PART 1 - GENERAL
1.1
RELATED WORK
.1
.3
Masonry procedures: Section 04 05 00
Mortar and grout for masonry: Section 04 05 12
PART 2 – PRODUCTS
2.1
MATERIALS
.1
Standard concrete masonry units: to CSA A165.1.
.1
.2
.3
.4
Classification: H/15/A/M.
Size: modular.
Special shapes: provide bull nosed and double bull nosed units for exposed
corners. Provide purpose-made shapes for lintels and bond beams. Provide
additional special shapes as indicated.
Dimensions .1
Standard Concrete Block: Nominal: 6” AND 8” wide x 8” high x 16” long.
Refer to drawings for locations.
.2
Clay Brick: Sioux City Brick Granite Red Smooth Colonial Brick, modular size
.3
Architectural Block: Mondrian Mixed Stone Scandid Grey, 8” height x varying length or
approved alternate.
2.2
REINFORCEMENT
.1
2.3
Reinforcement in accordance with Section 04 05 19 - Masonry Anchorage and
Reinforcing.
CONNECTORS
.1
2.4
Connectors in accordance with Section 04 05 19 - Masonry Anchorage and Reinforcing.
FLASHING
.1
2.5
Flashing: in accordance with Section 04 05 23 - Masonry Accessories.
MORTAR MIXES
.1
2.6
Mortar and mortar mixes in accordance with Section 04 05 00 - Mortar and Grout for
Masonry.
GROUT MIXES
.1
2.7
Grout and grout mixes in accordance with Section 04 05 00 - Mortar and Grout for
Masonry.
CLEANING COMPOUNDS
.1
Use low VOC products.
UNIT MASONRY
FILE 1177
AUGUST 2016
SECTION 04 22 00
PAGE 2 OF 4
.2
Compatible with substrate and acceptable to masonry manufacturer for use on products.
.3
Cleaning compounds compatible with concrete unit masonry and in accordance with
manufacturer's written recommendations and instructions.
2.8
TOLERANCES
.1
Tolerances for standard concrete unit masonry tolerances in accordance with CAN/CSA
A165.1, supplemented as follows:
.1
.2
.3
Maximum variation between units within specific job lot not to exceed 2 mm.
No parallel edge length, width or height dimension for individual unit to differ by
more than 2 mm.
Out of square tolerance not to exceed 2 mm.
Part 3
EXECUTION
3.1
EXAMINATION
.1
Verification of Conditions: verify that conditions of substrate previously installed under
other Sections or Contracts are acceptable for concrete unit masonry installation in
accordance with manufacturer's written instructions.
.1
.2
.3
3.2
Visually inspect substrate in presence of Consultant.
Inform Consultant of unacceptable conditions immediately upon discovery.
Proceed with installation only after unacceptable conditions have been remedied.
PREPARATION
.1
3.3
Protect adjacent finished materials from damage due to masonry work.
INSTALLATION
.1
Concrete block:
.1
.2
.3
.2
Special Shapes:
.1
.3
Bond: running.
Coursing height: 8” for one block and one joint.
Jointing: concave where exposed or where paint or other finish coating is specified.
Install special units to form corners, returns, offsets, reveals and indents without cut
ends being exposed and without losing bond or module.
.2
Install reinforced concrete block lintels over openings in masonry where steel or
reinforced concrete lintels are not indicated.
.3
End bearing: not less than as indicated on drawings.
Face Brick:
.1
Bond: running.
.2
Coursing height: 8” for three brick & three joints.
.3
Jointing: concave.
.4
Refer to Drawings for Headers at Door/Window locations.
UNIT MASONRY
FILE 1177
AUGUST 2016
3.4
SECTION 04 22 00
PAGE 3 OF 4
REINFORCEMENT
.1
3.5
Install reinforcing in accordance with Section 04 05 19 - Masonry Anchorage and
Reinforcing.
CONNECTORS
.1
3.6
Install connectors in accordance with Section 04 05 19 - Masonry Anchorage and
Reinforcing.
FLASHING
.1
3.7
Install flashings: in accordance with Section 04 05 23 - Masonry Accessories.
MORTAR PLACEMENT
.1
3.8
Place mortar in accordance with Section 04 05 12 - Mortar and Grout for Masonry .
GROUT PLACEMENT
.1
3.9
Place grout in accordance with Section 04 05 00 - Mortar and Grout for Masonry.
CONSTRUCTION
.1
Cull out masonry units, in accordance with CAN/CSA A165, with chips, cracks, broken
corners, excessive colour and texture variation.
.2
For Stone Units: mix units within each pallet and with other pallets to ensure uniform
blend of colour and texture
.3
Build in miscellaneous items such as bearing plates, steel angles, bolts, anchors, inserts,
sleeves and conduits.
.4
Construct masonry walls using running bond unless otherwise noted.
.5
Build around frames previously set and braced. Fill behind hollow frames within masonry
walls with mortar or grout and embed anchors.
.6
Fit masonry closely against electrical and plumbing outlets so collars, plates and covers
overlap and conceal cuts.
.7
Install movement joints and keep free of mortar where indicated.
.8
Hollow Units: spread mortar setting bed from outside edge of face shells. Gauge amount
of mortar on top and end of unit to create full joints, equivalent to shell thickness. Avoid
excess mortar.
.9
Tamp units firmly into place.
.10
Do not adjust masonry units after mortar has set. Where resetting of masonry is
required, remove, clean and reset units in new mortar.
.11
Tool exposed joints concave; strike concealed joints flush.
.12
After mortar has achieved initial set up, tool joints.
.13
Do not interrupt bond below or above openings.
UNIT MASONRY
FILE 1177
AUGUST 2016
3.10
SECTION 04 22 00
PAGE 4 OF 4
REPAIR/RESTORATION
.1
3.11
Upon completion of masonry, fill holes and cracks, remove loose mortar and repair
defective work.
CLEANING
.1
Clean in accordance with Section 01 74 11 - Cleaning, supplemented as follows.
.1
.2
3.12
Progress Cleaning:
.1 Standard Concrete Unit Masonry: Allow mortar droppings on masonry to
partially dry then remove by means of trowel, followed by rubbing lightly with
small piece of block. Clean wall surface with suitable brush or burlap.
.2 Clay Brick: in accordance with manufacturer’s instructions.
Waste Management: separate waste materials for reuse and recycling.
PROTECTION
.1
Brace and protect concrete and stone unit masonry in accordance with Section 04 05 00
– Masonry Procedures.
END OF SECTION
FILE 1177
AUGUST 2016
MISCELLANEOUS METALS
SECTION 05 50 00
PAGE 1 OF 2
PART 1 - GENERAL
1.1
REFERENCE STANDARDS
.1
Do welding work in accordance with CSA W59 unless specified otherwise.
PART 2 - PRODUCTS
2.1 STEEL MATERIALS
.1
.2
.3
.4
.5
.6
Steel sections and plates: to CAN3-G40.21, Grade 300W.
Hollow Structural Sections (HSS): to CAN/CSA G40.20-M92 and CAN/CSA-G40.21-M92,
Grade 350 Class H.
Welding materials: to CSA W59.
Bolts and anchorbolts: to ASTM A307.
Shop coat primer: to CGSB 1-GP-40M.
Grout: non-shrink, non-metallic, flowable, 24h, MPa 15, pull-out strength 7.9 MPa.
2.2 FABRICATION
.1
Fabricate work square, true, straight and accurate to required size, with joints closely fitted
and properly secured.
.2
Use self-tapping shake-proof screws on items requiring assembly by screws or as indicated.
Use screws for interior metal work. Use welded connections exterior metal work unless
otherwise approved by Consultant.
.3
Where possible, fit and shop assemble work, ready for erection.
.4
Ensure exposed welds are continuous for length of each joint. File or grind exposed welds
smooth and flush. Seal exterior steel fabrications to provide corrosion protection in
accordance with CAN3-S16.1.
2.3 SHOP PAINTING
.1
Apply one shop coat of primer to metal items, with exception of galvanized or concrete
encased items.
2
Use primer unadulterated, as prepared by manufacturer. Paint on dry surfaces, free from
rust, scale, grease. Do not paint when temperature is lower than 7°C.
.3
Clean surfaces to be field welded; do not paint.
2.4 ANGLE LINTELS
.1
.2
.3
Steel angles: prime painted, sizes indicated for openings. Provide 200 mm minimum
bearing at ends.
Weld or bolt back-to-back angles to profiles as indicated.
Turn over steel angles to masonry contractor for installation where indicated on drawings.
FILE 1177
AUGUST 2016
2.5
2.6
MISCELLANEOUS METALS
SECTION 05 50 00
PAGE 2 OF 2
PIPE RAILINGS
.1
Steel pipe: 30 to 40 mm nominal outside diameter for handrails. For other handrails,
formed to shapes and sizes as indicated.
.2
Shop coat prime railings after fabrication and finish to Section 09 90 00 – Painting.
STAIR RAILINGS AND BALUSTRADES
.1
Fabricate Stair railings and balustrades as noted on drawings.
.2
Shop coat prime components after fabrication and finish to Section 09 90 00 Painting.
PART 3 - EXECUTION
3.1 ERECTION
.1
Erect metal work square, plumb, straight, and true, accurately fitted, with tight joints and
intersections.
.2
Provide suitable means of anchorage acceptable to Consultant such as dowels, anchor
clips, bar anchors, expansion bolts and shields, and toggles.
.3
Make field connections with high tensile bolts to CAN3-S16.1-M84, or weld.
.4
Hand items over for casting into concrete or building into masonry to appropriate trades
together with setting templates.
.5
Touch-up rivets, field welds, bolts and burnt or scratched surfaces after completion of
erection with primer.
.6
Touch-up galvanized surfaces with zinc rich primer where burned by field welding.
.7
Locate metal fabrications where indicated on drawings.
END OF SECTION
FILE 1177
AUGUST 2016
ROUGH CARPENTRY
PART 1
GENERAL
1.1
RELATED SECTIONS
Cabinetry: Section 06 40 00
Wood Doors: 08 21 00
Wood Trusses and additional Carpentry notes: Refer to Drawings.
.1
.2
.3
1.2
SECTION 06 10 00
PAGE 1
REFERENCES
.1
American Society for Testing and Materials International (ASTM)
.1
.2
.2
Canadian General Standards Board (CGSB)
.1
.3
CSA B111-1974(R2003), Wire Nails, Spikes and Staples.
CSA O121- R2008, Douglas Fir Plywood.
CSA O141-05(R09), Softwood Lumber.
CSA O151-09, Canadian Softwood Plywood.
National Lumber Grades Authority (NLGA)
.1
1.3
CAN/CGSB-71.26-M88, Adhesive for Field-Gluing Plywood to Lumber Framing
for Floor Systems.
Canadian Standards Association (CSA International)
.1
.2
.3
.4
.4
ASTM A653/A653M-09, Standard Specification for Steel Sheet, Zinc-Coated
(Galvanized) or Zinc-Iron Alloy-Coated (Galvanealled) by the Hot-Dip Process.
ASTM D1761-12, Standard Test Methods for Mechanical Fasteners in Wood.
Standard Grading Rules for Canadian Lumber 2014.
SUBMITTALS
.1
1.4
Submit Submittal submissions: in accordance with Section 01 33 00 - Submittal
Procedures.
QUALITY ASSURANCE
.1
Lumber by grade stamp of an agency certified by Canadian Lumber Standards
Accreditation Board.
.2
Plywood, particleboard, OSB and wood based composite panels in accordance with CSA
and ANSI standards.
1.5
DELIVERY, STORAGE, AND HANDLING
.1
Waste Management and Disposal:
.1
Separate waste materials for reuse and recycling.
FILE 1177
AUGUST 2016
ROUGH CARPENTRY
PART 2
Products
2.1
FRAMING AND STRUCTURAL MATERIALS
.1
Lumber: unless specified otherwise, softwood, S4S, moisture content 19% (S-dry) or less
in accordance with following standards:
.1
.2
.2
CSA O141.
NLGA Standard Grading Rules for Canadian Lumber.
Furring, blocking, nailing strips, grounds, rough bucks:
.1
.2
.3
.4
2.2
SECTION 06 10 00
PAGE 2
S2S is acceptable for all.
Board sizes: "Standard" or better grade.
Dimension sizes: "Standard" light framing or better grade.
Post and timbers sizes: "Standard" or better grade.
PANEL MATERIALS
.1
Plywood, OSB and wood based composite panels: to CSA O325.
.2
Douglas fir plywood (DFP): to CSA O121, standard construction.
.3
Canadian softwood plywood (CSP): to CSA O151, standard construction.
.4
Poplar plywood (PP): to CSA O153, standard construction.
2.3
ACCESSORIES
.1
Polyethylene film: to CAN/CGSB-51.34, Type 1, 0.15 mm thick.
.2
Roll roofing: to CAN/CSA A123.2, Type S.
.3
Air seal (gaskets): closed cell polyurethane or polyethylene.
.4
Sealants: in accordance with Section 07 92 00 - Joint Sealants.
.5
General purpose adhesive: to CSA O112.9.
.6
Nails, spikes and staples: to CSA B111.
.7
Bolts: ½” (12.5 mm) diameter unless indicated otherwise, complete with nuts and
washers.
.8
Proprietary fasteners: toggle bolts, expansion shields and lag bolts, screws and lead or
inorganic fibre plugs, recommended for purpose by manufacturer.
.9
Roof sheathing H-Clips: formed "H" shape, thickness to suit panel material, type approved
by Consultant.
.10
Fastener Finishes:
.1
.11
Galvanizing: to ASTM A123/A123M. Use galvanized fasteners for exterior work,
interior highly humid areas, pressure-preservative treated lumber.
Wood Preservative:
FILE 1177
AUGUST 2016
ROUGH CARPENTRY
.1
2.4
SECTION 06 10 00
PAGE 3
Preservative Coating: in accordance with manufacturer's recommendations for
surface conditions.
FASTENER FINISHES
.1
Galvanizing: to CAN/CSA-G164, use galvanized fasteners for exterior work.
PART 3
Execution
3.1
PREPARATION
.1
Treat surfaces of material with wood preservative, before installation.
.2
Apply preservative by dipping, or by brush to completely saturate and maintain wet film on
surface for minimum 3 minute soak on lumber and one minute soak on plywood.
.3
Re-treat surfaces exposed by cutting, trimming or boring with liberal brush application of
preservative before installation.
.4
Treat material as indicated and as follows:
.1
.2
.3
3.2
Wood cants, fascia backing, curbs, nailers, sleepers on roof deck.
Wood furring for applied items on outside surface of exterior masonry and
concrete walls.
Wood sleepers supporting wood subflooring over concrete slabs in contact with
ground or fill.
MATERIAL USAGE
.1
Roof sheathing:
.1
.2
.2
Electrical equipment mounting boards:
.1
3.3
Plywood, DFP or CSP sheathing grade or PP standard sheathing grade, square
and T&G edge, 5/8” (16 mm) and ¾” (19 mm) thick, refer to drawings for
locations.
.1
H Clips for roof sheathing with square edge: galvanized, size to suit
sheathing thickness
Construction sheathing product: end use mark 1R16 and 1R24
Plywood, DFP or CSP G1S, square edge ¾” (19 mm) thick.
INSTALLATION
.1
Comply with requirements of OBC 2012 Part 9 supplemented by following:
.2
Install members true to line, levels and elevations, square and plumb.
.3
Construct continuous members from pieces of longest practical length.
.4
Install spanning members with "crown-edge" up.
.5
Select exposed framing for appearance. Install lumber and panel materials so that
grade-marks and other defacing marks are concealed or are removed by sanding where
materials are left exposed.
FILE 1177
AUGUST 2016
ROUGH CARPENTRY
SECTION 06 10 00
PAGE 4
.8
Install plywood roof sheathing in accordance with requirements of OBC. Install “H” clips
at unsupported edges.
.9
Install furring and blocking as required to space-out and support casework, cabinets, wall
and ceiling finishes, facings, parapets, fascia, soffit, electrical equipment backboards and
other work as required.
.11
Install rough bucks, nailers and linings to rough openings as required to provide backing
for frames and other work.
.12
Install wood fascia backing, nailers, curbs and other wood supports as required and
secure using galvanized fasteners.
.13
Install wood cants and parapets, fascia backing, nailers, curbs and other wood supports
as required and secure using galvanized fasteners.
.14
Install sleepers as indicated.
.15
Use dust collectors and high quality respirator masks when cutting or sanding wood
panels.
.16
Frame, anchor, fasten, tie and brace members to provide necessary strength and rigidity.
.17
Countersink bolts where necessary to provide clearance for other work.
3.4
CLEANING
.1
Progress Cleaning: clean in accordance with Section 01 74 11 - Cleaning.
.1
Leave Work area clean at end of each day.
.2
Final Cleaning: upon completion remove surplus materials, rubbish, tools and equipment
in accordance with Section 01 74 11 - Cleaning.
.3
Waste Management: separate waste materials for reuse or recycling.
.1
3.5
Remove recycling containers and bins from site and dispose of materials at
appropriate facility.
PROTECTION
.1
Protect installed products and components from damage during construction.
.2
Repair damage to adjacent material caused by rough carpentry installation.
END OF SECTION
FILE 1177
AUGUST 2016
CABINETRY AND MILLWORK
SECTION 06 40 00
PAGE 1 OF 3
PART 1 - GENERAL
1.1
1.2
SAMPLES
.1
Submit samples in accordance with Section 01 33 00 - Submittal Requirements.
.2
Submit duplicate colour samples of laminated plastic for colour selection.
.3
Submit duplicate samples of laminated plastic joints, edging, cutouts and postformed
profiles.
REFERENCE STANDARDS
.1
1.3
1.4
Do architectural woodwork to Millwork Standards of the Architectural Woodwork
Manufacturers Association of Canada (AWMAC), except where specified otherwise.
SHOP DRAWINGS
.1
Submit shop drawings in accordance with Section 01 33 10 - General Requirements;
Submittals.
.2
Indicate details of construction, profiles, jointing, fastening and other related details.
.1 Scale: profiles full size, details 1/2 full size.
.3
Indicate all materials, thicknesses, finishes and hardware.
.4
Indicate locations of all service outlets in casework, typical and special installation conditions,
and all connections, attachments, anchorage and location of exposed fastenings.
PRODUCT DELIVERY, STORAGE AND HANDLING
.1
Protect millwork against dampness during and after delivery.
.2
Store millwork in ventilated areas, protected from extreme changes of temperature or
humidity.
PART 2 - PRODUCTS
2.1
LUMBER MATERIAL
.1
Softwood lumber: unless specified otherwise, S4S, moisture content 15% or less in
accordance with following standards:
.1 CSA 0141.
.2 NLGA Standard Grading Rules for Canadian Lumber.
.2
2.2
Machine stress-rated lumber is acceptable for all purposes.
FASTENERS
.1
Nails and staples: to CSA B111.
FILE 1177
AUGUST 2016
.2
2.3
2.4
2.5
CABINETRY AND MILLWORK
SECTION 06 40 00
PAGE 2 OF 3
Wood screws: to CSA B35.4.
LAMINATED PLASTIC MATERIALS
.1
Laminated plastic for flatwork, vertical surfaces: to CAN3-A172, Grade GP-LD, .75 mm thick;
based on solid colour range with furniture finish. Up to seven colours will be selected.
.2
Laminated plastic for postforming work: to CAN3-A172, Grade PF, 1.27 mm thick, based on
printed pattern colour range with furniture finish. Up to four colours will be selected.
.3
Core Material: particle board core, minimum 43 lb/cu.ft., 3/4" thick, or as indicated on
drawings.
.4
Laminated plastic adhesive: in accordance with manufacturer's recommendations.
.5
Sealer: water resistant sealer or glue acceptable to laminate manufacturer.
.6
Sealant: in accordance with Section 07 90 00.
.7
Draw bolts and splines: as recommended by fabricator.
FABRICATION
.1
Set nails and countersink screws, apply wood fille to indentations, sand smooth and leave
ready to receive finish.
.2
Provide cutouts for plumbing fixtures, inserts, appliances, outlet boxes and other fixtures.
.3
Shop assemble work for delivery to site in size easily handled and to ensure passage
through building openings.
SHOP FABRICATION - LAMINATED PLASTIC
.1
Comply with CAN3-A172-M79, Appendix 'A'.
.2
Obtain governing dimensions before fabricating items which are to accommodate or abut
appliances, equipment and other materials.
.3
Ensure adjacent parts of continuous laminate work match in colour and pattern.
.4
Veneer laminated plastic to core material in accordance with adhesive manufacturer's
instructions. Ensure core and laminate profiles coincide to provide continuous support and
bond over entire surface. Use continuous lengths up to 8'-0". Keep joints 24" from sink
cutouts.
.5
Form shaped profiles and bends as indicated, using postforming grade laminate to laminate
manufacturer's instructions.
.6
Use matching plastic laminate as edging to cover exposed edge of core material.
PART 3 - EXECUTION
FILE 1177
AUGUST 2016
3.1
CABINETRY AND MILLWORK
SECTION 06 40 00
PAGE 3 OF 3
MILLWORK INSTALLATION
.1
Install prefinished millwork, either wood veneer finish or plastic laminate finish, at locations
shown on drawings. Position accurately, level, plumb straight.
.2
Make allowances around perimeter where fixed objects pass through or project into
laminated plastic work to permit normal movement without restriction.
.3
Fasten and anchor millwork securely.
mounted cabinets.
.4
Use draw bolts and splines in countertop joints. Maximum spacing 18" oc, 3" from edge.
Make flush hairline joints.
.5
Provide cutouts for inserts, grilles, appliances, outlet boxes and other penetrations. Round
internal corners, chamfer edges and seal exposed core.
.6
Scribe and cut as required to fit abuting walls and to fit properly into recesses and to
accommodate piping, columns, fixtures, outlets or other projecting, intersecting or
penetrating objects.
.7
At junction of plastic laminate counter back splash and adjacent wall finish, apply small bead
of sealant.
.8
Apply water resistant building paper over wood framing members in contact with masonry or
cementitious construction.
.9
Fit hardware accurately and securely in accordance with manufacturer's directions.
Provide heavy duty fixture attachments for wall
END OF SECTION
FILE 1177
AUGUST 2016
BOARD INSULATION
PART 1
GENERAL
1.1
RELATED SECTIONS
.1
1.2
SECTION 07 21 13
PAGE 1
Cast In Place Concrete: Refer to Drawings
REFERENCES
.1
Canadian General Standards Board (CGSB)
.1
.2
Underwriters Laboratories of Canada (ULC)
.1
1.3
CGSB 71-GP-24M-77(R1983), Adhesive, Flexible, for Bonding Cellular
polystyrene Insulation.
CAN/ULC-S701-05, Standard for Thermal Insulation, Polystyrene, Boards and
Pipe Coverings.
SUBMITTALS
.1
Product Data:
.1
.2
.2
Manufacturer's Instructions:
.1
1.4
Submit manufacturer's printed product literature, specifications and data sheet in
accordance with Section 01 33 00 - Submittal Procedures.
Submit two copies of WHMIS MSDS - Material Safety Data Sheets in accordance
with Section 01 33 00 - Submittal Procedures.
Submit manufacturer's installation instructions.
QUALITY ASSURANCE
.1
Test Reports: certified test reports showing compliance with specified performance
characteristics and physical properties.
.2
Certificates: product certificates signed by manufacturer certifying materials comply with
specified performance characteristics and criteria and physical requirements.
1.5
.1
WASTE MANAGEMENT AND DISPOSAL
Remove from site and dispose of packaging materials at appropriate recycling facilities.
PART 2
PRODUCTS
2.1
INSULATION
.1
Extruded polystyrene (XPS): to CAN/ULC-S701.
.1
.2
.3
.4
Type: 2.
Thickness: as indicated.
Size: maximum practical size to suit installation.
Edges: square.
FILE 1177
AUGUST 2016
BOARD INSULATION
PART 3
EXECUTION
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
SECTION 07 21 13
PAGE 2
Compliance: comply with manufacturer's written data, including product technical
bulletins, product catalogue installation instructions, product carton installation
instructions, and data sheets.
WORKMANSHIP
.1
Install insulation after building substrate materials are dry.
.2
Install insulation to maintain continuity of thermal protection to building elements and
spaces.
.3
Fit insulation tight around protrusions.
.4
Cut and trim insulation neatly to fit spaces. Butt joints tightly, offset vertical joints. Use only
insulation boards free from chipped or broken edges. Use largest possible dimensions to
reduce number of joints.
.5
Do not enclose insulation until it has been inspected and approved by Consultant.
3.3
EXAMINATION
.1
Examine substrates and immediately inform Consultant in writing of defects.
.2
Prior to commencement of work ensure:
.1
3.4
Substrates are firm, straight, smooth, dry, free of snow, ice or frost, and clean of
dust and debris.
PERIMETER FOUNDATION INSULATION
.1
3.5
Interior application: extend boards as indicated, horizontally and vertically, installed on
inside face of perimeter foundation walls.
CLEANING
.1
Upon completion of installation, remove surplus materials, rubbish, tools and equipment
barriers.
END OF SECTION
BLANKET INSULATION
FILE 1177
AUGUST 2016
PART 1
GENERAL
1.1
RELATED REQUIREMENTS
.1
1.2
SECTION 07 21 16
PAGE 1
Section 06 10 00: Rough Carpentry
REFERENCES
.1
ASTM C665-01e Specification for Mineral-Fiber Blanket Thermal Insulation for
Light Frame Construction and Manufactured Housing.
.2
ASTM C1320-05, Standard Practice for Installation of Mineral Fiber Batt and
Blanket Thermal Insulation for Light Frame Construction.
.2
Canadian Gas Association (CGA)
.1
.3
Canadian Standards Association (CSA International)
.1
.4
CSA B111-1974(R2003), Wire Nails, Spikes and Staples.
Underwriters Laboratories of Canada (ULC)
.1
.2
1.3
CAN/CGA-B149.1-05, Natural Gas and Propane Installation Code Handbook.
CAN/ULC-S604-M1991, Type A Chimneys.
CAN/ULC-S702-1997, Standard for Mineral Fibre Insulation.
ACTION AND INFORMATIONAL SUBMITTALS
.1
Product Data:
.1
.2
Manufacturer's Instructions:
.1
1.4
Submit manufacturer's printed product literature, specifications and data sheet in
accordance with Section 01 33 00 - Submittal Procedures.
Submit manufacturer's installation instructions.
QUALITY ASSURANCE
.1
Test Reports: certified test reports showing compliance with specified performance
characteristics and physical properties.
.2
Certificates: product certificates signed by manufacturer certifying materials comply with
specified performance characteristics and criteria and physical requirements.
.3
Health and Safety Requirements: do construction occupational health and safety in
accordance with Section 01 35 29 - Health and Safety Requirements].
1.5
WASTE MANAGEMENT AND DISPOSAL
.1
Separate waste materials for reuse or recycling.
.2
Remove from site and dispose of packaging materials at appropriate recycling facilities.
BLANKET INSULATION
FILE 1177
AUGUST 2016
PART 2
SECTION 07 21 16
PAGE 2
PRODUCTS
2.1
.1
2.2
INSULATION
Acoustical and fire batt insulation to ASTM C553 and CAN/ULC S702
.1
Type 1.
.2
Refer to drawings for thickness required
.3
Acceptable Product: Roxul AFB, Owens Corning Ecotouch Pink Fiberglass
Insulation, JM Unfaced Fiberglass Insulation or approved alternate
ACCESSORIES
.1
Nails: galvanized steel, length to suit insulation plus 1” (25 mm), to CSA B111.
.2
Staples: ½” (12 mm) minimum leg.
.3
Tape: as recommended by manufacturer.
PART 3
EXECUTION
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
Compliance: comply with manufacturer's written data, including product technical
bulletins, product catalogue installation instructions, product carton installation
instructions, and data sheets.
INSULATION INSTALLATION
.1
Install insulation to maintain continuity of thermal protection to building elements and
spaces and to ASTM C1320 .
.2
Fit insulation closely around electrical boxes, pipes, ducts, frames and other objects in or
passing through insulation.
.3
Do not compress insulation to fit into spaces.
.4
Keep insulation minimum 3” (75 mm) from heat emitting devices such as recessed light
fixtures, and minimum 2” (50 mm) from CAN/CSA-B149.1 and CAN/CSA-B149.2 Type B
vents.
.5
Do not enclose insulation until it has been inspected and approved by Consultant.
3.3
CLEANING
.1
Upon completion of installation, remove surplus materials, rubbish, tools and equipment
barriers.
END OF SECTION
FILE 1177
AUGUST 2016
LOW EXPANDING FOAM SEALANT
PART 1
GENERAL
1.1
RELATED SECTIONS
.1
1.2
SECTION 07 21 20
PAGE 1
Section 07 26 00 – Vapour Retarders.
REFERENCES
.1
Canadian Urethane Foam Contractors' Association Inc. (CUFCA)
.2
Underwriters' Laboratories of Canada (ULC)
.1
.2
.3
.4
1.3
CAN/ULC-S101, Fire Endurance Tests of Building Construction and Materials.
CAN/ULC-S102, Surface Burning Characteristics of Building Materials and
Assemblies.
CAN/ULC-S705.1, Standard for Thermal Insulation Spray Applied Rigid Foam,
Medium Density, Material Specification.
CAN/ULC-S705.2, Standard for Thermal Insulation Spray Applied Rigid Foam,
Medium Density, Installer's Responsibilities-Specification.
TEST REPORTS
.1
Submit test reports, verifying qualities of foam sealant meet or exceed requirements of
this specification.
.2
Submit test reports in accordance with CAN/ULC-S101 for fire endurance and
CAN/ULC-S102 for surface burning characteristics.
1.4
QUALITY ASSURANCE
.1
1.5
Applicators to conform to CUFCA Quality Assurance Program.
SAFETY REQUIREMENTS
.1
Protect workers as recommended by CAN/ULC-S705.2 and manufacturer's
recommendations:
.1
.2
1.6
Workers must wear gloves, respirators, dust masks, eye protection, protective
clothing when applying foam sealant.
Workers must not eat, drink or smoke while applying foam sealant.
PROTECTION
.1
Ventilate area in accordance with Section 01 50 00 - Temporary Utilities.
.2
Ventilate area to receive insulation by introducing fresh air and exhausting air
continuously during and 24 hours after application to maintain non-toxic, unpolluted, safe
working conditions.
.3
Provide temporary enclosures to prevent spray and noxious vapours from contaminating
air beyond application area.
FILE 1177
AUGUST 2016
LOW EXPANDING FOAM SEALANT
SECTION 07 21 20
PAGE 2
.4
Protect adjacent surfaces and equipment from damage by overspray, fall-out, and
dusting of insulation materials.
.5
Dispose of waste foam sealant daily in location designated by Owner’s Representative
and decontaminate empty drums in accordance with foam sealant manufacturer’s
instructions.
1.7
ENVIRONMENTAL REQUIREMENTS
.1
PART 2
Apply foam sealant only when surfaces and ambient temperatures are within
manufacturers' prescribed limits.
PRODUCTS
2.1
MATERIALS
.1
Low expanding, one-component, polyurethane foam sealant, curing to a semi-rigid,
closed cell urethane foam providing a RSI of 0.9 per 25.4 mm. To meet the following
physical properties:
.1
.2
.3
.4
.5
.6
PART 3
3
Density:
25.7 kg/m
Compressive Strength Parallel @ 10%: 69-96 psi
Tensile Strength:
103 psi
Water Vapour Transmission:
5.97 perms
Flame Spread:
20
Smoke Development:
70
EXECUTION
3.1
APPLICATION
.1
Apply foam sealant to clean surfaces in accordance manufacturer's printed instructions.
Surfaces to be free of dust, dirt, oil and other foreign materials.
.2
Cover surfaces not intended to be foamed.
.3
Apply foam sealant to perimeter of openings indicated and to thickness as
recommended by manufacturer. Trim excess cured foam from finished area.
.4
Cover exposed urethane foam sealants to protect from adverse affects from ultraviolet
light (sunlight).
END OF SECTION
SPRAYED POLYURETHANE FOAM INSULTATION
FILE 1177
AUGUST 2016
PART 1
GENERAL
1.1
RELATED REQUIREMENTS
.1
1.2
SECTION 07 21 29
PAGE 1
Section 06 10 00 Rough Carpentry
REFERENCES
.1
Canadian Urethane Foam Contractors' Association Inc. (CUFCA)
.2
Health Canada/Workplace Hazardous Materials Information System (WHMIS)
.1
.3
Underwriters' Laboratories of Canada (ULC)
.1
.2
.3
.4
1.3
Material Safety Data Sheets (MSDS).
CAN/ULC-S101-04, Fire Endurance Tests of Building Construction and
Materials.
CAN/ULC-S102-03, Method of Test for Surface Burning Characteristics of
Building Materials and Assemblies.
CAN/ULC-S705.1-01, Standard for Thermal Insulation - Spray Applied Rigid
Polyurethane Foam, Medium Density, Material Specification.
CAN/ULC-S705.2-05, Standard for Thermal Insulation - Spray Applied Rigid
Polyurethane Foam, Medium Density, Application.
ACTION AND INFORMATIONAL SUBMITTALS
.1
Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data
.1
.2
.3
Submit manufacturer's printed product literature, specifications and datasheet
and include product characteristics, performance criteria, physical size, finish and
limitations.
Submit two copies WHMIS MSDS - Material Safety Data Sheets,
Quality assurance submittals: submit following in accordance with Section 01 45 00 Quality Control.
.1
.2
.3
.4
Test reports: submit certified test reports for insulation from approved
independent testing laboratories, indicating compliance with specifications for
specified performance characteristics and physical properties.
Submit test reports in accordance with CAN/ULC-S101 for fire endurance and
CAN/ULC-S102 for surface burning characteristics.
Manufacturer's Instructions: submit manufacturer's installation instructions and
special handling criteria, installation sequence, cleaning procedures,
Manufacturer's Field Reports: submit to manufacturer's written reports within 3
days of review, verifying compliance of Work, as described in PART 3 - FIELD
QUALITY CONTROL.
SPRAYED POLYURETHANE FOAM INSULTATION
FILE 1177
AUGUST 2016
1.4
SECTION 07 21 29
PAGE 2
QUALITY ASSURANCE
.1
Applicators to conform to CUFCA Quality Assurance Program.
.2
Qualifications:
.1
.2
.3
Mock-up:
.1
.2
.3
.4
.4
Construct mock-up in accordance with Section 01 45 00 - Quality Control.
2
Construct mock-up 100 SF (10 m ) minimum, of sprayed insulation including one
inside corner and one outside corner, door and window openings.
Mock-up may be part of finished work.
Allow 24 hours for inspection of mock-up by Consultant before proceeding with
sprayed insulation work.
Health and Safety Requirements: worker protection:
.1
.2
.3
1.5
Installer: person specializing in sprayed insulation installations, approved by
manufacturer with 5 years experience.
Manufacturer: company with minimum 5 years experience in producing of
material used for work required for this project, with sufficient production capacity
to produce and deliver required units without causing delay in work.
Protect workers as recommended by CAN/ULC-S705.2 and manufacturer's
recommendations:
Workers must wear gloves, respirators, eye protection, protective clothing when
applying foam insulation.
Workers must not eat, drink or smoke while applying foam insulation.
DELIVERY, STORAGE AND HANDLING
.1
Packing, shipping, handling and unloading:
.1
.2
.2
Waste Management and Disposal:
.1
1.6
Deliver, store and handle materials in accordance with Section 01 61 00 Common Product Requirements.
Deliver, store and handle materials in accordance with manufacturer's written
instructions.
Separate waste materials for reuse or recycling,.
SITE CONDITIONS
.1
Ventilate area in accordance with Section 01 51 00 - Temporary Utilities.
.2
Ventilate area to receive insulation by introducing fresh air and exhausting air
continuously during and 24 hour after application to maintain non-toxic, unpolluted, safe
working conditions.
.3
Provide temporary enclosures to prevent spray and noxious vapours from contaminating
air beyond application area.
.4
Protect adjacent surfaces and equipment from damage by overspray, fall-out, and
dusting of insulation materials.
.5
Apply insulation only when surfaces and ambient temperatures are within manufacturers'
prescribed limits.
SPRAYED POLYURETHANE FOAM INSULTATION
FILE 1177
AUGUST 2016
PART 2
SECTION 07 21 29
PAGE 3
PRODUCTS
2.1
MATERIALS
.1
Insulation: spray polyurethane to CAN/ULC-S705.1To CAN/ULC S705.1, including
amendment 1 & 2 closed cell, spray-applied rigid cellular polyurethane foam air barrier
and thermal insulation, medium density:
.1
.2
.3
.4
.5
.6
.7
Thermal Resistance Required: refer to drawings.
3
Density: 28 kg/m , to ASTM D1622.
Air barrier properties: to ASTM E2178.
.1
@75 Pa: maximum 0.05 L/s.
Water Vapour Permeance, to ASTM E96:
2
.1
50 mm thick: maximum 60 ng/(Pa.s.m ).
Tensile Strength: minimum 200 kPa, to ASTM D1621.
Flame Spread: to CAN/ULC-S102.
Water Absorption by volume: maximum 4%, to ASTM D2842.
.2
Primers: in accordance with manufacturer's recommendations for surface conditions.
.3
Acceptable Product: BASF Walltite Eco V3, Demilec Heatlok Soya Polarfoam PF-7300-0
or approved alternate.
PART 3
EXECUTION
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
Compliance: comply with manufacturer's written recommendations or specifications,
including product technical bulletins, handling, storage and installation instructions, and
datasheets.
APPLICATION
.1
Apply insulation to clean surfaces in accordance with CAN/ULC-S705.2 and
manufacturer's printed instructions.
.2
Use primer where recommended by manufacturer.
.3
Apply sprayed foam insulation in thickness to provide RSI value indicated.
3.3
FIELD QUALITY CONTROL
.1
Manufacturer's Field Services:
.1
3.4
Provide manufacturer's field services consisting of product use recommendations
and periodic site visits for inspection of product installation in accordance with
manufacturer's instructions.
CLEANING
.1
Proceed in accordance with Section 01 74 11 – Cleaning.
.2
On completion and verification of performance of installation, remove surplus materials,
excess materials, rubbish, tools and equipment.
END OF SECTION
VAPOUR RETARDERS
FILE 1177
AUGUST 2016
PART 1
GENERAL
1.1
RELATED WORK
.1
1.2
SECTION 07 26 00
PAGE 1
Masonry Flashing: Section 04 05 23
REFERENCES
.1
ASTM International
.1
.2
.3
.4
.2
Canadian General Standards Board (CGSB)
.1
.2
1.3
ASTM D1709-01 Standard Test Methods for Impact Resistance of Plastic Film by
the Free-Falling Dart Method
ASTM E96-00 Standard Test Methods for Water Vapor Transmission of Materials
ASTM E154/E154M-08a(2013) Standard Test Methods for Water Vapor
Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as
Ground Cover
ASTM F1249-13 Standard Test Method for Water Vapor Transmission Rate
Through Plastic Film and Sheeting Using a Modulated Infrared Sensor
CAN/CGSB-51.33-M89, Vapour Barrier Sheet, Excluding Polyethylene, for Use
in Building Construction.
CAN/CGSB-51.34-M86, Vapour Barrier, Polyethylene Sheet, for Use in Building
Construction.
ACTION AND INFORMATIONAL SUBMITTALS
.1
Submit in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data:
.1
.3
Certificates:
.1
1.4
Submit manufacturer's instructions, printed product literature and data sheets for
vapour retarders and include product characteristics, performance criteria,
physical size, finish and limitations.
Submit product certificates signed by manufacturer certifying materials comply
with specified performance characteristics and criteria and physical
requirements.
DELIVERY, STORAGE AND HANDLING
.1
Deliver, store and handle materials in accordance with Section with manufacturer's
written instructions and 01 61 00 - Common Product Requirements.
.2
Delivery and Acceptance Requirements: deliver materials to site in original factory
packaging, labelled with manufacturer's name and address.
.3
Storage and Handling Requirements:
.1
.2
.3
Store materials in accordance with manufacturer's recommendations in clean,
dry, well-ventilated area.
Store and protect materials from damge.
Replace defective or damaged materials with new.
VAPOUR RETARDERS
FILE 1177
AUGUST 2016
.4
SECTION 07 26 00
PAGE 2
Packaging Waste Management: remove for reuse or recycling of crates, padding,
packaging materials pallets.
PART 2
PRODUCTS
2.1
SHEET VAPOUR BARRIER (UNDER SLAB)
.1
Below Slab Vapour Retarder: manufactured from polyolefin resins, tested in accordance
with ASTM E1745 having the following performance requirements:
.1
Maximum Water Vapor Permeance (ASTM E154 Sections 7, 8, 11, 12, 13, by
ASTM E96, Method B or ASTM F1249)
.1
As received: 0.0063 perms.
.2
After Wetting and Drying: 0.0052 perms.
.3
Resistance to Plastic Flow and Temperature: 0.0057 perms.
.4
Effect Low Temperature and Flexibility: 0.0052 perms
.5
Resistance to Deterioration from Organisms and Substances in Contacting
Soil: 0.0052 perms.
.2
Puncture Resistance (ASTM D1709): >3,200 grams.
.3
Tensile Strength ASTM E154, Section 9: 72 Lb. Force/Inch
.4
Thickness: 15 mil.
.5
Acceptable Product: W.R. Meadows Perminator or approved alternate.
.2
Accessories:
.1
Seam Tape
1.
High Density Polyethylene Tape with pressure sensitive adhesive. Minimum
width 4” (100 mm). Acceptable Product: W.R. Meadows Perminator Tape
or approved alternate.
.2
Pipe Collars: Construct pipe collars from vapor retarder material and
pressure sensitive tape in accordance with membrane manufacturer’s
instructions.
2.2
SHEET VAPOUR BARRIER (CEILINGS)
.1
Polyethylene film: to CAN2-51.33-M80, Type 1, 0.15 mm thick.
.1
Accessories
.1
Joint sealing tape: air resistant pressure sensitive adhesive tape, type recommended
by vapour barrier manufacturer, 50 mm wide for lap joints and perimeter seals, 25.4
wide elsewhere.
.2
Sealant: in accordance with Section 07 90 00 - Sealants.
.3
Staples: minimum 6 mm leg.
VAPOUR RETARDERS
FILE 1177
AUGUST 2016
Part 3
SECTION 07 26 00
PAGE 3
Execution
3.1
.1
UNDER SLAB VAPOUR BARRIER INSTALLATION
Surface Preparation:
.1
Prepare surfaces in accordance with manufacturer’s instructions.
.2
Level, tamp, or roll earth or granular material beneath the slab base.
.2
Examine surfaces to receive membrane. Notify Consultant if surfaces are not acceptable.
Do not begin surface preparation or application until unacceptable conditions have been
corrected.
.3
Application
.1
Install the vapor retarder membrane in accordance with manufacturer’s
instructions.
.2
Unroll vapor retarder with the longest dimension parallel with the direction of the
pour.
.3
Lap vapor retarder over footings and seal to foundation walls.
.4
Overlap joints 6” (150 mm) and seal with manufacturer’s tape.
.5
Seal all penetrations (including pipes) with manufacturer’s pipe boot.
.6
No penetration of the vapor retarder is allowed except for reinforcing steel and
permanent utilities.
.7
Repair damaged areas by cutting patches of vapor barrier, overlapping damaged
area 6” (150 mm) and taping all four sides with tape.
3.2
SHEET VAPOUR BARRIER (CEILINGS)
.1
.2
Installation:
.1
Install sheet vapour barrier on warm side of ceiling assemblies prior to installation of
gypsum board to form continuous barrier.
.2
Use sheets of largest practical size to minimize joints.
.3
Inspect sheets for continuity. Repair punctures and tears with sealing tape before
work is concealed.
Perimeter and Lap Joint Seals
.1
Seal perimeter and lap joints of sheet vapour barrier as follows:
.1 Apply continuous bead of sealant to substrate at perimeter of sheets.
.2 Lap sheet over sealant and press into sealant bead.
.3 Ensure that no gaps exist in sealant bead. Smooth out folds and ripples
occurring in sheet over sealant.
.4
Lap adjoining sheets minimum 150 mm and press into sealant bead.
END OF SECTION
AIR BARRIER
FILE 1177
AUGUST 2016
PART 1
General
1.1
RELATED REQUIREMENTS
.1
Metal Doors and Frames: Section 08 11 00
.2
Aluminum Doors and Frames: Section 08 12 00
.3
Aluminum Windows: Section 08 52 10
1.2
SECTION 07 27 00
PAGE 1
ACTION AND INFORMATIONAL SUBMITTALS
.1
Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data:
.1
.3
Quality Assurance Submittals: submit following in accordance with Section 01 45 00 Quality Control.
.1
1.3
Submit manufacturer's printed product literature, specifications and datasheet
and include product characteristics, performance criteria, physical size, finish and
limitations.
Manufacturer's Field Reports: submit manufacturer's written reports within 3 days
of review, verifying compliance of Work, as described in PART 3 - FIELD
QUALITY CONTROL.
DELIVERY, STORAGE AND HANDLING
.1
1.4
Deliver, store and handle materials in accordance with manufacturer's written
instructions.
WASTE MANAGEMENT AND DISPOSAL
.1
1.5
Separate waste materials for reuse or recycling.
AMBIENT CONDITIONS
.1
Maintain temperature and humidity recommended by materials manufactures before,
during and after installation.
PART 2
Products
2.1
SHEET MATERIALS
.1
Transition Strip for sealing Window and Door Framing to adjacent surfaces: self adhering
polymeric or SBS smooth surfaced modified bitumen membrane, minimum 6" wide.
AIR BARRIER
FILE 1177
AUGUST 2016
PART 3
Execution
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
SECTION 07 27 00
PAGE 2
Compliance: comply with manufacturer's written recommendations or specifications,
including product technical bulletins, handling, storage and installation instructions, and
datasheets.
EXAMINATION
.1
Verify that surfaces and conditions are ready to accept work of this section.
.2
Ensure surfaces are clean, dry, sound, smooth, continuous and comply with air barrier
manufacturer's requirements.
.3
Report unsatisfactory conditions to Consultant.
.4
Do not start work until deficiencies have been corrected.
.1
3.3
Beginning of Work implies acceptance of conditions.
PREPARATION
.1
Remove loose or foreign matter, which might impair adhesion of materials.
.2
Ensure substrates are clean of oil or excess dust; masonry joints struck flush, and open
joints filled; and concrete surfaces free of large voids, spalled areas or sharp
protrusions.
.3
Ensure substrates are free of surface moisture prior to application of [self-adhesive]
membrane and primer.
.4
Ensure metal closures are free of sharp edges and burrs.
.5
Prime substrate surfaces in accordance with manufacturer's instructions.
3.4
TRANSITION STRIP INSTALLATION
.1
Install materials in accordance with manufacturer's instructions.
.2
Application: Examine substrate to ensure it is smooth, clean, dry and free from loose
contaminants. Brush and/or scrape to prepare.
.3
At beam, column, window and door locations, tie in surfaces with Transition Strip lapped a
minimum of 6" on both substrates.
.4
Mechanically attach to all window and door frames.
3.5
FIELD QUALITY CONTROL
.1
Manufacturer's Field Services:
.1
Provide manufacturer's field services consisting of product use recommendations
and periodic site visits for inspection of product installation in accordance with
manufacturer's instructions. Schedule site visits, to review Work, as directed in
PART 1 - QUALITY ASSURANCE.
AIR BARRIER
FILE 1177
AUGUST 2016
3.6
SECTION 07 27 00
PAGE 3
CLEANING
.1
Proceed in accordance with Section 01 74 11 - Cleaning.
.2
On completion and verification of performance of installation, remove surplus materials,
excess materials, rubbish, tools and equipment.
3.7
PROTECTION OF WORK
.1
Protect finished work in accordance with Section 01 61 00 - Common Product
Requirements.
.2
Do not permit adjacent work to damage work of this section.
.3
Ensure finished work is protected from climatic conditions.
3.8
SCHEDULES
.1
Window and Door Frame Perimeters:
.1
Adhere sheet to wall air seal surface with 3” (75 mm) of full contact over firm
bearing to window or door frame frame with 1” (25 mm) of full contact.
END OF SECTION
FILE 1177
AUGUST 2016
SHINGLES
PART 1
GENERAL
1.1
RELATED SECTIONS
.1
1.2
SECTION 07 13 13
PAGE 1 OF 3
Section 07 62 00 – Sheet Metal Flashing and Trim.
REFERENCES
.1
Canadian General Standards Board (CGSB).
.1
.2
.3
.4
.2
Canadian Roofing Contractors' Association (CRCA).
.1
.3
.2
.3
.4
.5
.6
CAN/CSA-A123.1/A123.5, Asphalt Shingles Made From Organic Felt and
Surfaced With Mineral Granules/Asphalt Shingles Made From Glass Felt and
Surfaced With Mineral Granules.
CSA A123.2, Asphalt-Coated Roofing Sheets.
CAN/CSA-A123.3, Asphalt Saturated Organic Roofing Felt.
CAN3-A123.51, Asphalt Shingle Application on Roof Slopes 1:3 and Steeper.
CAN3-A123.52, Asphalt Shingle Application on Roof Slopes 1:6 to Less Than
1:3.
CSA B111, Wire Nails, Spikes and Staples.
National Research Council Canada (NRC)/Institute for Research in Construction (IRC) Canadian Construction Materials Centre (CCMC).
.1
1.3
CRCA Roofing Specification Manual.
Canadian Standards Association (CSA).
.1
.4
CAN/CGSB-37.4, Fibrated, Cutback Asphalt, Lap Cement for Asphalt Roofing.
CAN/CGSB-37.5, Cutback Asphalt Plastic Cement.
CAN/CGSB-51.32, Sheathing, Membrane, Breather Type.
CAN/CGSB-51.34, Vapour Barrier Polyethylene Sheet, for Use in Building
Construction.
CCMC, Registry of Product Evaluations.
EXTRA MATERIALS
.1
Provide maintenance materials in accordance with Section 01 77 00 - Closeout
Submittals.
.2
All unused shingles remain property of owner.
FILE 1177
AUGUST 2016
1.4
1.6
1.7
SECTION 07 13 13
PAGE 2 OF 3
SUBMITTALS
.1
Manufacturer's Instructions: Provide to indicate special handling criteria, installation
sequence, cleaning procedures.
.2
Submit product data sheets for asphalt shingles. Include:
.3
Product characteristics.
.4
Performance criteria.
.5
Installation instructions.
.6
Limitations.
.7
Colour and finish.
.8
1.5
SHINGLES
Submit duplicate samples of full size specified shingles.
DELIVERY, STORAGE AND HANDLING
.1
Deliver, handle, store and protect materials in accordance with Section 01 61 00 Common Product Requirements.
.2
Provide and maintain dry, off-ground weatherproof storage.
WASTE MANAGEMENT AND DISPOSAL
.1
Place materials defined as hazardous or toxic in designated containers.
.2
Ensure emptied containers are sealed and stored safely for disposal away from children.
.3
Use the least toxic sealants, and adhesives necessary to comply with requirements of this
section.
.4
Close and seal tightly. Remove from site and dispose of all packaging materials at
appropriate recycling facilities.
.5
Place used hazardous sealant tubes and adhesive containers in areas designated for
hazardous materials.
WARRANTY
.1
Provide a written guarantee, signed and issued in the name of the owner, stating the
fiberglass-reinforced asphalt shingles shall remain free from defects in materials and
workmanship for a period of twenty five (25) years from the date of Substantial
Completion.
Part 2
Products
2.1
.1
MATERIALS
Fiberglass-reinforced asphalt shingles: to CSA A123.1/A123.5, roof pitch 10 in 12.
.1
Type: self-seal, standard, pattern rectangular
.2
Mass: minimum 33 kg/3m²
.3
Colours: as selected by Consultant
.4
Warranty: 25 years.
FILE 1177
AUGUST 2016
SHINGLES
.2
Eave Protection: self-adhesive, non-woven glass fibre matt coated with SBS modified
bitumen, minimum thickness 1.8 mm, bottom surface release film, top surface sanded.
.3
.4
.5
Roofing Underlayment: 15# Roofing Felt.
Cement: Plastic cement: to CAN/CGSB-37.5.
Nails: to CSA B111, of galvanized steel, sufficient length to penetrate through deck.
Part 3
EXECUTION
3.1
APPLICATION
3.2
SECTION 07 13 13
PAGE 3 OF 3
.1
Do fiberglass-reinforced asphalt shingle work in accordance with CAN3-A123.51/CAN3A123.52, NBC/CRCA Specification, except where specified otherwise.
.2
Install layer of self adhesive eave protection over the eave area to 3’-0” past interior line
of exterior wall, and at all valleys.
.3
.4
Install layer of 15# roofing felt over balance of roof surface.
Install drip edge along eaves, overhanging 12 mm, with minimum 50 mm flange extending
onto roof decking. Nail to deck at 400 mm oc.
.5
Install bottom step flashing (soaker base flashing) interleafed between shingles at vertical
junctions.
.6
Install fiberglass-reinforced asphalt shingles on roof slopes 1:3 and steeper in accordance
with CAN3-A123.51.
.7
Install roof and plumbing vents in accordance with vent manufacturer’s instructions.
PROTECTION
.1
Protect installed products and components from damage during construction.
.2
Repair damage to adjacent materials caused by asphalt shingles installation.
END OF SECTION
FILE 1177
AUGUST 2016
SHEET METAL FLASHING AND TRIM
ROOF ACCESSORIES
PART 1
General
1.1
RELATED REQUIREMENTS
.1
Section 06 10 00 Rough Carpentry.
.2
Section 07 31 13 Asphalt Shingles
1.2
SECTION 07 62 00
PAGE 1
REFERENCES
.1
The Aluminum Association Inc. (AAI)
.1
.2
AAI-Aluminum Sheet Metal Work in Building Construction-2002.
AAI DAF45-[03], Designation System for Aluminum Finishes.
.2
American Society for Testing and Materials International (ASTM)
.3
Canadian Roofing Contractors Association (CRCA)
.1
.4
Canadian General Standards Board (CGSB)
.1
.5
CAN/CGSB-93.1-M85, Sheet Aluminum Alloy, Prefinished, Residential.
Canadian Standards Association (CSA International)
.1
.2
1.3
Roofing Specifications Manual 1997.
CSA A123.3-05, Asphalt Saturated Organic Roofing Felt.
CSA B111-1974(R2003) Wire Nails, Spikes and Staples.
ACTION AND INFORMATIONAL SUBMITTALS
.1
Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data:
.1
.2
.3
Samples:
.1
.4
Submit samples of each type of sheet metal material, finishes and colours.
Quality assurance submittals: submit following in accordance with Section 01 45 00 Quality Control.
.1
1.4
Submit manufacturer's printed product literature for sheet metal flashing systems
materials, specifications and datasheet and include product characteristics,
performance criteria, physical size, finish and limitations.
Submit two copies WHMIS MSDS - Material Safety Data Sheets.
Manufacturer's Instructions: submit manufacturer's installation instructions and
special handling criteria, installation sequence, cleaning procedures
DELIVERY, STORAGE AND HANDLING
.1
Deliver, store and handle materials in accordance with Section 01 61 00 - Common
Product Requirements.
FILE 1177
AUGUST 2016
.2
SHEET METAL FLASHING AND TRIM
ROOF ACCESSORIES
Waste Management and Disposal:
.1
PART 2
SECTION 07 62 00
PAGE 2
Separate waste materials for reuse or recycling.
Products
2.1
.1
PREFINISHED STEEL SHEET
Prepainted Galvanized Steel: commercial quality to ASTM A653-M96 with Z275 zinc
coating prepainted with baked on enamel with colours of proven durability for exterior
exposure, to CSSBI Technical Bulletin No. 7, 5000 series. Colours as selected by
Consultant. Thickness as follows:
.1
.2
2.2
Sheet Metal Flashing, Evestrough & Downspouts: 26 ga.
Miscellaneous metal for "hook-on" strips, fastening strips, metal bellows etc.: 1 ga.
thicker than sheet metal flashing.
ACCESSORIES
.1
Isolation coating: alkali resistant bituminous paint.
.2
Plastic cement: to CAN/CGSB 37.5.
.3
Underlay for metal flashing: No. 15 perforated asphalt felt to CSA A123.3.
.4
Sealants: in accordance with Section 07 92 00.
.5
Cleats: of same material, and temper as sheet metal, minimum 2” (50 mm) wide.
Thickness same as sheet metal being secured.
.6
Fasteners: of same material as sheet metal, to CSA B111, flat head roofing nails of
length and thickness suitable for [metal flashing] application.
.7
Washers: of same material as sheet metal, 1 mm thick with rubber packings.
.8
Touch-up paint: as recommended by prefinished material manufacturer. Prefinished
.9
Vinyl Soffit: Strip vents; Triple 4” centre vented,.polyvinylchloride, 040” thick, Triple 4"
Fully Vented, Matte finish, 5.9.Net free air space per square inch, 1/2” panel
projection,.040” thick, Lock design Post-formed type, 1/2” accessory pocket. Colour as
selected by Consultant from full product range.
.10
Roof Vent s: polypropylene, complete with molded screen, flexible flange, angled front,
.replaceable cap, approximate size 18” x 17” x 4 ½”
.1 Provide quantity of vents to meet OBC requirements for roof ventilation.
2.3
FABRICATION
.1
Fabricate metal flashings and other sheet metal work in accordance with applicable
CRCA 'FL' series details and as indicated.
.2
Fabricate aluminum flashings and other sheet aluminum work in accordance with AAIAluminum Sheet Metal Work in Building Construction.
.3
Form pieces in 8’-0” (2400 mm) maximum lengths.
.1
.4
Make allowance for expansion at joints.
Hem exposed edges on underside ½” (12 mm).
.1
Mitre and seal corners with sealant.
FILE 1177
AUGUST 2016
SHEET METAL FLASHING AND TRIM
ROOF ACCESSORIES
.5
Form sections square, true and accurate to size, free from distortion and other defects
detrimental to appearance or performance.
.6
Apply isolation coating to metal surfaces to be embedded in concrete or mortar.
2.4
METAL FLASHINGS
.1
2.5
Form flashings, copings and fascias to profiles indicated of 26 ga thick prefinished
aluminum.
CAP FLASHINGS
.1
Form metal cap flashing of 26 ga thick prefinished aluminum sheet metal
.1
2.6
Provide slotted fixing holes and steel/plastic washer fasteners.
EAVES TROUGHS AND DOWNPIPES
.1
.2
Form eaves troughs and downpipes from aluminum 26 ga (0.6mm) thick prefinished
aluminum sheet metal.
Sizes and profiles as indicated.
.3
Provide goosenecks, outlets, strainer baskets and necessary fastenings.
PART 3
Execution
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
Compliance: comply with manufacturer's written recommendations, including product
technical bulletins, handling, storage and installation instructions, and datasheets.
INSTALLATION
.1
Install sheet metal work in accordance withCRCA FL series details, and as detailed.
.2
Use concealed fastenings except where approved before installation.
.3
Provide underlay under sheet metal.
.1
.4
.5
3.3
Secure in place and lap joints 4” (100 mm).
Counterflash bituminous flashings at intersections of roof with vertical surfaces and
curbs.
.1
3.4
SECTION 07 62 00
PAGE 3
Flash joints using S-lock forming tight fit over hook strips, as detailed.
Lock end joints and caulk with sealant.
ROOF DRAINS
.1
Install roof drains supplied by Division 22.
.2
Mechanically fasten new drains to the deck and provide a seal between the two vertical
sections to prevent backup of water under the new membrane
ROOF VENT INSTALLATION
FILE 1177
AUGUST 2016
.1
3.5
SHEET METAL FLASHING AND TRIM
ROOF ACCESSORIES
SECTION 07 62 00
PAGE 4
Install vents in accordance with manufacturer’s instructions.
EAVES TROUGHS AND DOWNPIPES
.1
Install eaves troughs and secure to building at 30” (750 mm) on centre with eaves trough
spikes through spacer ferrules.
.1
.2
.2
Install downpipes and provide goosenecks back to wall.
.1
.2
3.6
Slope eaves troughs to downpipes as indicated.
Seal joints watertight.
Secure downpipes to wall with straps at 6’-0” (1800 mm) on centre; minimum two
straps per downpipe.
Connect downpipes to drainage system and seal joint with plastic cement.
VINYL SOFFIT
.1
3.7
Install vented vinyl soffit material where noted on drawings, in accordance with
manufacturer’s instructions.
CLEANING
.1
Proceed in accordance with Section 01 74 11 - Cleaning.
.2
On completion and verification of performance of installation, remove surplus materials,
excess materials, rubbish, tools and equipment.
.3
Leave work areas clean, free from grease, finger marks and stains.
END OF SECTION
FILE 1177
AUGUST 2016
FIRESTOPPING
PART 1
GENERAL
1.1
REFERENCES
.1
Health Canada/Workplace Hazardous Materials Information System (WHMIS)
.1
.2
Material Safety Data Sheets (MSDS).
Underwriter's Laboratories of Canada (ULC)
.1
1.2
SECTION 07 84 00
PAGE 1
ULC-S115-1995, Fire Tests of Fire stop Systems.
DEFINITIONS
.1
Fire Stop Material: device intended to close off opening or penetration during fire or
materials that fill openings in wall or floor assembly where penetration is by cables, cable
trays, conduits, ducts and pipes and poke-through termination devices, including
electrical outlet boxes along with their means of support through wall or floor openings.
.2
Single Component Fire Stop System: fire stop material that has Listed Systems Design
and is used individually without use of high temperature insulation or other materials to
create fire stop system.
.3
Multiple Component Fire Stop System: exact group of fire stop materials that are
identified within Listed Systems Design to create on site fire stop system.
.4
Tightly Fitted; (ref: NBC Part 3.1.9.1.1 and 9.10.9.6.1): penetrating items that are cast in
place in buildings of noncombustible construction or have "0" annular space in buildings
of combustible construction.
.1
1.3
Words "tightly fitted" should ensure that integrity of fire separation is such that it
prevents passage of smoke and hot gases to unexposed side of fire separation.
ACTION AND INFORMATIONAL SUBMITTALS
.1
Provide submittals in accordance with Section 01 33 00 - Submittal Procedures.
.2
Product Data:
.1
.2
.3
Shop Drawings:
.1
.2
.4
Submit manufacturer's printed product literature, specifications and datasheet
and include product characteristics, performance criteria, physical size, finish and
limitations.
Submit two copies of WHMIS MSDS - Material Safety Data Sheets.
Submit shop drawings to show location, proposed material, reinforcement,
anchorage, fastenings and method of installation.
Construction details should accurately reflect actual job conditions.
Samples:
.1
Submit duplicate samples showing actual fire stop material proposed for project.
FILE 1177
AUGUST 2016
.5
FIRESTOPPING
Quality assurance submittals: submit following in accordance with Section 01 45 00 Quality Control.
.1
.2
.3
.4
1.4
SECTION 07 84 00
PAGE 2
Test reports: in accordance with CAN-ULC-S101 for fire endurance and CANULC-S102 for surface burning characteristics.
.1
Submit certified test reports from approved independent testing
laboratories, indicating compliance of applied fire stopping with
specifications for specified performance characteristics and physical
properties.
Certificates: submit certificates signed by manufacturer certifying that materials
comply with specified performance characteristics and physical properties.
Manufacturer's Instructions: submit manufacturer's installation instructions and
special handling criteria, installation sequence, cleaning procedures.
Manufacturer's Field Reports: submit to manufacturer's written reports within 3
days of review, verifying compliance of Work, as described in PART 3 - FIELD
QUALITY CONTROL.
DELIVERY, STORAGE AND HANDLING
.1
Packing, shipping, handling and unloading:
.1
.2
.3
.2
Storage and Protection:
.1
.2
.3
Deliver, store and handle materials in accordance with Section 01 61 00 Common Product Requirements.
Deliver, store and handle materials in accordance with manufacturer's written
instructions.
Deliver materials to the site in undamaged condition and in original unopened
containers, marked to indicate brand name, manufacturer, ULC markings.
Store materials in dry location and in accordance with manufacturer's
recommendations in clean, dry, well-ventilated area.
Replace defective or damaged materials with new.
Waste Management and Disposal:
.1
Separate waste materials for reuse or recycling.
PART 2
Products
2.1
MATERIALS
.1
Fire stopping and smoke seal systems: in accordance with CAN-ULC-S115.
.1
.2
Asbestos-free materials and systems capable of maintaining effective barrier
against flame, smoke and gases in compliance with requirements of CAN-ULCS115 and not to exceed opening sizes for which they are intended.
Fire stop system rating: 1 hour
.2
Service penetration assemblies: systems tested to CAN-ULC-S115.
.3
Service penetration fire stop components: certified by test laboratory to CAN-ULC-S115.
.4
Fire-resistance rating of installed fire stopping assembly in accordance with NBC.
FILE 1177
AUGUST 2016
FIRESTOPPING
SECTION 07 84 00
PAGE 3
.5
Fire stopping and smoke seals at openings intended for ease of re-entry such as cables:
elastomeric seal.
.6
Fire stopping and smoke seals at openings around penetrations for pipes, ductwork and
other mechanical items requiring sound and vibration control: elastomeric seal.
.7
Primers: to manufacturer's recommendation for specific material, substrate, and end use.
.8
Water (if applicable): potable, clean and free from injurious amounts of deleterious
substances.
.9
Damming and backup materials, supports and anchoring devices: to manufacturer's
recommendations, and in accordance with tested assembly being installed as acceptable
to authorities having jurisdiction.
.10
Sealants for vertical joints: non-sagging.
PART 3
Execution
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
Compliance: comply with manufacturer's written recommendations or specifications,
including product technical bulletins, handling, storage and installation instructions, and
datasheets.
PREPARATION
.1
Examine sizes and conditions of voids to be filled to establish correct thicknesses and
installation of materials.
.1
Ensure that substrates and surfaces are clean, dry and frost free.
.2
Prepare surfaces in contact with fire stopping materials and smoke seals to
manufacturer's instructions.
.3
Maintain insulation around pipes and ducts penetrating fire separation [without
interruption to vapour barrier].
.4
Mask where necessary to avoid spillage and over coating onto adjoining surfaces;
remove stains on adjacent surfaces.
3.3
INSTALLATION
.1
Install fire stopping and smoke seal material and components in accordance with
manufacturer's certified tested system listing.
.2
Seal holes or voids made by through penetrations, poke-through termination devices, and
unpenetrated openings or joints to ensure continuity and integrity of fire separation are
maintained.
.3
Provide temporary forming as required and remove forming only after materials have
gained sufficient strength and after initial curing.
.4
Tool or trowel exposed surfaces to neat finish.
.5
Remove excess compound promptly as work progresses and upon completion.
FILE 1177
AUGUST 2016
3.4
FIRESTOPPING
SECTION 07 84 00
PAGE 4
SEQUENCES OF OPERATION
.1
Proceed with installation only when submittals have been reviewed by Consultant.
.2
Install floor fire stopping before interior partition erections.
.3
Mechanical pipe insulation: fire stop system component.
.1
3.5
Ensure pipe insulation installation precedes fire stopping.
FIELD QUALITY CONTROL
.1
Inspections: notify Consultant when ready for inspection and prior to concealing or
enclosing fire stopping materials and service penetration assemblies.
.2
Manufacturer's Field Services:
.1
.2
.3
3.6
Obtain written report from manufacturer verifying compliance of Work, in
handling, installing, applying, protecting and cleaning of product and submit
Manufacturer's Field Reports as described in PART 1 - SUBMITTALS.
Provide manufacturer's field services consisting of product use recommendations
and periodic site visits for inspection of product installation in accordance with
manufacturer's instructions.
Schedule site visits, to review Work, as directed in PART 1 - QUALITY
ASSURANCE.
CLEANING
.1
Proceed in accordance with Section 01 74 11 - Cleaning.
.2
On completion and verification of performance of installation, remove surplus materials,
excess materials, rubbish, tools and equipment.
.3
Remove temporary dams after initial set of fire stopping and smoke seal materials.
3.7
SCHEDULE
.1
Fire stop and smoke seal at:
.1
.2
.3
.4
.5
.6
.7
.8
.9
Penetrations through fire-resistance rated masonry, concrete, and gypsum board
partitions and walls.
Edge of floor slabs at curtain wall and precast concrete panels.
Top of fire-resistance rated masonry and gypsum board partitions.
Intersection of fire-resistance rated masonry and gypsum board partitions.
Control and sway joints in fire-resistance rated masonry and gypsum board
partitions and walls.
Penetrations through fire-resistance rated floor slabs, ceilings and roofs.
Openings and sleeves installed for future use through fire separations.
Around mechanical and electrical assemblies penetrating fire separations.
2
Rigid ducts: greater than 129 cm : fire stopping to consist of bead of fire
stopping material between retaining angle and fire separation and between
retaining angle and duct, on each side of fire separation.
END OF SECTION
FILE 1177
AUGUST 2016
JOINT SEALING
PART 1
GENERAL
1.1
SECTION INCLUDES
.1
1.2
SECTION 07 90 00
PAGE 1
Materials, preparation and application for caulking and sealants.
REFERENCES
.1
American Society for Testing and Materials International, (ASTM)
.1
.2
Canadian General Standards Board (CGSB)
.1
.3
CAN/CGSB-19.13, Sealing Compound, One-component, Elastomeric, Chemical
Curing.
Health Canada/Workplace Hazardous Materials Information System (WHMIS)
.1
1.3
ASTM C919, Standard Practice for Use of Sealants in Acoustical Applications.
Material Safety Data Sheets (MSDS).
SUBMITTALS
.1
Submit manufacturer’s literature in accordance with Section 01 33 00 Submittals to
describe.
.1
.2
.3
.4
Caulking compound.
Primers.
Sealing compound, each type, including compatibility when different sealants are
in contact with each other.
Installation instructions, surface preparation and product limitations.
.2
Submit duplicate samples of each type of material and colour.
.3
Cured samples of exposed sealants for each color where required to match adjacent
material.
.4
Manufacturers’ instructions to include installation instructions for each product used.
1.4
DELIVERY, STORAGE, AND HANDLING
.1
Deliver, handle, store and protect materials in accordance with manufacturer’s
recommendations.
.2
Deliver and store materials in original wrappings and containers with manufacturer's seals
and labels, intact. Protect from freezing, moisture, water and contact with ground or floor.
FILE 1177
AUGUST 2016
1.5
JOINT SEALING
SECTION 07 90 00
PAGE 2
PROJECT CONDITIONS
.1
Environmental Limitations:
.1
.2
.3
.2
Joint-Width Conditions:
.1
;3
Do not proceed with installation of joint sealants under following conditions:
When ambient and substrate temperature conditions are outside limits permitted by
joint sealant manufacturer or are below 4.4˚C.
When joint substrates are wet.
Do not proceed with installation of joint sealants where joint widths are less than
those allowed by joint sealant manufacturer for applications indicated.
Joint-Substrate Conditions:
.1
Do not proceed with installation of joint sealants until contaminants capable of
interfering with adhesion are removed from joint substrates.
Part 2
Products
2.1
SEALANT MATERIALS - GENERAL
.1
Sealants and Caulking compounds must:
.1
.2
Meet or exceed all applicable governmental and industrial safety and performance
standards; and
Be manufactured and transported in such a manner that all steps fo the process,
including the disposal of waste products arising therefrom, will meet the
requirements of all applicable governmental acts, by laws and regulations including,
for facilities located in Canada, the Fisheries Act and the Canadian Environmental
Protection Act (CEPA).
.3
Sealant and caulking compounds must not be formulated or manufactured with:
aromatic solvents, fibrous talc or asbestos, formaldehyde, halogenated solvents,
mecury, lead, cadium, hexavalent chromium, barium or their compounds, except
barium sulphate.
.4
Sealant and caulking compounds must no contain a total of volatile organic
compound (VOC’s) in excess of 5% by height as calculated from records of the
amounts of constituents used to make the product.
.5
Sealant and caulking compounds must be accompanied by detailed instructions for
proper application so as to minimize health concerns and maximize performance,
and information describing proper disposal methods.
.6
Do not use caulking that emits strong odours, contains toxic chemicals or is not
certified as mould resistant in air handling units.
.7
When low toxicity caulks are not possible, confine usage to areas which off-gas to
exterior, are contained behind air barriers, or are applied several months before
occupancy to maximize off-gas time.
.8
Where sealants are qualified with primers use only these primers.
FILE 1177
AUGUST 2016
JOINT SEALING
.9
2.2
.1
SECTION 07 90 00
PAGE 3
Sealants acceptable for use on this project must be listed on CGSB Qualified
Products List issued by CGSB Qualification Board for Joint Sealants. Where
sealants are qualified with primers use only these primers.
SEALANT MATERIALS
Sealant Type 1: Multi-component, polyepoxide urethane sealant. To meet specified
requirements of CAN/CGSB-19.24-M90, Type 2, Class B. DYmeric by Tremco Ltd, or
approved alternate.
.2
Sealant Type 2: Mildew resistant, one component neutral cure silicone sealant meeting
the specified requirements of CAN/CGSB-19GP22M. Tremsil 600 White by Tremco Ltd.,
Dow Corning 786 by Dow Corning Corporation, Silicone Sanitary Sealant by GE Canada
or approved alternate.
.3
Sealant Type 3: One component, non-skinning, non-hardening acoustical sealant meeting
the specified requirements of CAN/CGSB-19.21-M87. Acoustical Sealant by Tremco Ltd.
.4
Sealant Type 4: One component, paintable acrylic latex sealant meeting the specified
requirements of specification CGSB-19-GP-17M. Tremflex 834 by Tremco Ltd. or
approved alternate.
.5
Sealant Type 5: Multi-component or single component self leveling or slope grade
polyurethane sealant. Meeting the specified requirements of ASTM C920, Type M, Grade
P, Class 25, Use T, M, A and O. THC 900 or THC 901 hybrid. Vulkem 245 or Vulkem 45
polyurethane by Tremco Ltd, or approved alternate.
.6
Primer: as recommended by Sealant Manufacturer.
.7
Preformed Compressible and Non-Compressible back-up materials.
.1
.2
.3
.4
2.3
Polyethylene, Urethane, Neoprene or Vinyl Foam.
.1
Extruded closed cell foam backer rod.
.2
Size: oversize 30 to 50 %.
Neoprene or Butyl Rubber.
.1
Round solid rod, Shore A hardness 70.
High Density Foam.
.1
Extruded closed cell polyvinyl chloride (PVC), extruded polyethylene, closed
cell, Shore A hardness 20, tensile strength 140 to 200 kPa, extruded
3
polyolefin foam, 32 kg/m density, or neoprene foam backer, size as
recommended by manufacturer.
Bond Breaker Tape.
.1
Polyethylene bond breaker tape which will not bond to sealant.
JOINT CLEANER
.1
Non-corrosive and non-staining type, compatible with joint forming materials and sealant
recommended by sealant manufacturer.
.2
Primer: as recommended by manufacturer.
FILE 1177
AUGUST 2016
JOINT SEALING
PART 3
EXECUTION
3.1
PROTECTION
.1
3.2
3.3
3.4
SECTION 07 90 00
PAGE 4
Protect installed Work of other trades from staining or contamination.
SURFACE PREPARATION
.1
Examine joint sizes and conditions to establish correct depth to width relationship for
installation of backup materials and sealants.
.2
Clean bonding joint surfaces of harmful matter substances including dust, rust, oil grease,
and other matter which may impair work.
.3
Do not apply sealants to joint surfaces treated with sealer, curing compound, water
repellent, or other coatings unless tests have been performed to ensure compatibility of
materials. Remove coatings as required.
.4
Ensure joint surfaces are dry and frost free.
.5
Prepare surfaces in accordance with manufacturer's directions.
PRIMING
.1
Where necessary to prevent staining, mask adjacent surfaces prior to priming and
caulking.
.2
Prime sides of joints in accordance with sealant manufacturer's instructions immediately
prior to caulking.
BACKUP MATERIAL
Apply bond breaker tape where required to manufacturer's instructions.
Install joint filler to achieve correct joint depth and shape, with approximately 30% compression.
3.5
MIXING
Mix materials in strict accordance with sealant manufacturer's instructions.
3.6
SEALANT APPLICATION
.1
Apply sealant in accordance with manufacturer's written instructions.
.2
Mask edges of joint where irregular surface or sensitive joint border exists to provide neat
joint.
.3
Apply sealant in continuous beads.
.4
Apply sealant using gun with proper size nozzle.
.5
Use sufficient pressure to fill voids and joints solid.
.6
Form surface of sealant with full bead, smooth, free from ridges, wrinkles, sags, air
pockets, embedded impurities.
.7
Tool exposed surfaces before skinning begins to give slightly concave shape.
FILE 1177
AUGUST 2016
JOINT SEALING
SECTION 07 90 00
PAGE 5
.8
Remove excess compound promptly as work progresses and upon completion.
.9
Curing.
.1
.2
.10
Cleanup.
.1
.2
.3
3.1
Cure sealants in accordance with sealant manufacturer's instructions.
Do not cover up sealants until proper curing has taken place.
Clean adjacent surfaces immediately and leave Work neat and clean.
Remove excess and droppings, using recommended cleaners as work progresses.
Remove masking tape after initial set of sealant.
SEALANT SCHEDULE
.1
Seal all interior and exterior joints including joints indicated on Drawings and not specified
herein, with Sealant Type 1; unless indicated otherwise with another Sealant Type.
.2
Sealant Type 1, shall be used in the following locations:
.1
Perimeter joints of exterior hollow metal door and screen frames and louvre
frames.
.2
Exposed control joints in masonry walls.
.3
Caulking in conjunction with flashing and sheet metal.
.4
Caulking and sealing full length of all exterior thresholds. All exterior doors will
have thresholds.
.5
Interior and exterior perimeter caulking and internal window frame caulking of
metal windows.
.3
Sealant Type 2 shall be used in the following locations:
.1
Perimeter of plumbing fixtures (sinks, urinals, water closets, basins, vanities)
.4
Sealant Type 3 shall be used in the following locations:
.1
Joints in conjunction with Metal Studs.
.5
Sealant Type 4 shall be used in the following locations:
.1
All joints between interior hollow metal frames and surrounding material at all
locations.
.2
Joints in conjunction with Gypsum Wall Board.
.6
Sealant Type 5 shall be used in the following locations:
.1
Control joints and expansion joints in ceramic and porcelain tile (quarry tile)
floors. Apply sealant full depth of tile up to 1/2" deep. If tile is installed over
concrete slab, provide bond breaker tape beneath sealant.
END OF SECTION
FILE 1177
AUGUST 2016
STEEL DOORS AND FRAMES
SECTION 08 11 10
PAGE 1 OF 3
PART 1 - GENERAL
1.1 RELATED WORK
.1
.2
.3
.4
.5
Building-in and grouting frames in masonry: Section 04 05 00
Caulking of joints between frames and other building components: Section 07 90 00,
Sealants.
Supply of finish hardware: Section 08 71 00 Finish Hardware
Glazing: Section 08 80 00 Glazing
Painting: Section 09 90 00
1.2 REFERENCES
.1
.2
CAN4 S105M-M85 Fire Door Frames.
Canadian Steel Door and Frame Manufacturers' Association, (CSDFMA) Canadian
Manufacturing Specifications for Steel Door and Frames, 1994.
1.3 REQUIREMENTS OF REGULATORY AGENCIES
.1
.2
Steel fire rated doors and frames: labelled and listed by an organization accredited by
Standards Council of Canada in conformance with CAN4 S104M-80 revised 1985 and
CAN4 S105M-1985 for ratings specified or indicated.
Install labelled steel fire rated doors and frames to NFPA 80 current edition, except where
specified otherwise.
1.4 SHOP DRAWINGS
.1
Submit shop drawings in accordance with Section 13 30 00, Submittals.
.2
Indicate each type of door, material, steel core thicknesses, mortises, reinforcements,
location of exposed fasteners, openings, glazing, arrangement of hardware and fire rating.
.3
Indicate each type frame material, core thickness, reinforcements, glazing stops, location of
anchors and exposed fastenings and finishes.
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Steel sheet: cold rolled, commercial quality to ASTM A366, matte finish.
.2
Doors: Doors and panels: 18 ga. base thickness commercial grade (cold rolled) roller sheet
steel to ASTM A366-72, Class 1. Provide matching transoms where noted on drawings.
.3
Door Core:
.1
Honeycomb, pre-expanded, small cell honeycomb core, completely filling the inside
of the door and laminated to the inside of the door skins with UL approved adhesive.
.2
Insulated: vertically stiffened with steel ribs and all voids filled with polyurethane:
rigid, modified polyisocyanurate, closed cell board with minimum density 32 kg/m3
(2.0 pcf), and minimum thermal values RSI 1.9 (11.0).
.4
Frames: 16 ga. base thickness.
.5
Provide other door and frame components in accordance with CSDFMA requirements.
.6
Primer: For cold rolled steel sheet: CGSB 1-GP-40M-79.
FILE 1177
AUGUST 2016
STEEL DOORS AND FRAMES
SECTION 08 11 10
PAGE 2 OF 3
2.2 FABRICATION
.1
.2
.3
.4
Fabricate doors and frames as detailed, to Canadian Steel Door and Frame Manufacturers'
Association, (CSDFMA) Canadian Manufacturing Specifications for Steel Doors and
Frames, 1990; except where specified otherwise. Reinforce door and frames to suit
hardware requirements specified Section 08710 - Finish Hardware.
Blank, reinforce, drill and tap doors and frames for mortised hardware. Reinforce doors and
frames for surface mounted hardware.
Shop prime cold rolled steel sheet.
Apply, at factory, touch up primer to doors and frames manufactured from galvanized steel
where coating has been removed during fabrication.
2.3 DOORS
.1
.2
.3
2.4 FRAMES
.1
.2
.3
.4
.5
Make provision for glazing as indicated and provide necessary glazing stops.
Fabricate doors with longitudinal edges mechanically interlocked.
Fabricate doors with top and bottom channels flush, extending full width of door and welded
to both faces.
Cut mitres and joints accurately and weld continuously on inside of frame profile.
Grind welded corners and joints to flat plane, fill with metallic paste filler and sand to uniform
smooth finish.
Provide adjustable jamb anchors for fixing at floor.
Install 3 bumpers on strike jamb for each single door and 2 bumpers at head for pairs of
doors.
Make provision for glazing as indicated and provide necessary glazing stops.
PART 3 - EXECUTION
3.1 INSTALLATION GENERAL
.1
Install in accordance with National Fire Codes, Volume 4, produced by National Fire
Protection Association (NFPA) 80.
3.2 DOOR INSTALLATION
.1
.2
.3
Install doors and hardware in accordance with hardware templates and manufacturer's
instructions and Section 08710 - Finish Hardware.
Provide even margins between doors and jambs and doors and finished floor and
thresholds as follows:
.1 Hinge side: 1.0 mm.
.2 Latchside and head: 1.5 mm.
.3 Finished floor, top of carpet and thresholds: 13 mm.
Adjust operable parts for correct function.
FILE 1177
AUGUST 2016
STEEL DOORS AND FRAMES
SECTION 08 11 10
PAGE 3 OF 3
3.3 FRAME INSTALLATION
.1
.2
.3
.4
.5
Set frames plumb, square, level and at correct elevation.
Secure anchorages and connections to adjacent construction.
Brace frames rigidly in position while building-in. Install temporary horizontal wood spreader
at third points of door opening to maintain frame width. Remove temporary spreaders after
frames are built-in.
Make allowances for deflection of structure to ensure structural loads are not transmitted to
frames.
Install rated door frames where noted on drawings.
3.4 FINISH REPAIRS
.1
Touch up with primer galvanized finish damaged during installation.
END OF SECTION
FILE 1177
AUGUST 2016
PART 1
ALUMINUM DOORS AND FRAMES
SECTION 08 12 00
PAGE 1 of 6
GENERAL
1.1
.1
.2
RELATED SECTIONS
01 33 00 – Submtital Procedures
Section 06 10 00 Rough Carpentry
.3
Section 07 26 00 – Air/Vapour Retarders.
.4
Section 07 21 16 - Blanket Insulation.
.6
Section 07 90 00 - Joint Sealing: System perimeter sealant and back-up materials.
.7
Section 08 71 00 - Hardware
.8
Section 08 80 00 - Glazing.
.9
Division 26: Electrical Wiring for Electrically Operated Door Hardware.
1.2
REFERENCES
.1
Aluminum Association (AA).
.1
.2
DAF 45-03, Designation System for Aluminum Finishes.
American Architectural Manufacturers Association (AAMA).
.1
.3
American Society for Testing and Materials International, (ASTM).
.1
.4
.2
.1
CGSB 1.40-97, Primer, Structural Steel, Oil Alkyd Type.
CAN/CGSB-12.1-M90, Tempered or Laminated Safety Glass.
CAN/CGSB-12.20-M89, Structural Design of Glass for Buildings.
Canadian Standards Association (CSA International).
.1
1.3
ASTM E330-02, Standard Test Method for Structural Performance of Exterior
Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure
Difference.
Canadian General Standards Board (CGSB).
.1
.2
.3
.5
AAMA 609-93, Voluntary Guide Specification for Cleaning and
Maintenance of Architectural Anodized Aluminum.
CAN/CSA-G40.20/G40.21-98, General Requirements for Rolled or Welded
Structural Quality Steel/Structural Quality Steel.
CAN/CSA G164-M92, Hot Dip Galvanizing of Irregularly Shaped Articles.
SYSTEM DESCRIPTION
Design frames and doors in exterior walls to:
.1
Accommodate expansion and contraction within service temperature range of -35
to 35 degrees C.
FILE 1177
AUGUST 2016
ALUMINUM DOORS AND FRAMES
.2
.3
.4
SECTION 08 12 00
PAGE 2 of 6
Limit deflection of mullions to maximum 1/175th of clear span when tested to
ASTM E330 under wind load of 1.2 kpa.
Movement within system.
Movement between system and perimeter framing components or substrate.
.2
Size glass thickness and glass unit dimensions to limits in accordance with CAN/CGSB12.20.
.3
Provide continuous air barrier and vapour retarder through door system. Primarily in line
with inside pane of glass and heel bead of glazing compound.
1.4
.1
.2
1.5
SUBMITTALS – PRODUCT DATA
Submit manufacturer's printed product literature, specifications and data sheets in
accordance with Section 01 33 00 Submittals.
Submit six copies of WHMIS MSDS - Material Safety Data Sheets in accordance with
Section 01 33 00 Submittals. Indicate VOC's for caulking materials during application and
curing.
SHOP DRAWINGS
.1
Submit shop drawings in accordance with Section 01 33 00 Submittals.
.2
Indicate materials and profiles and provide full-size, scaled details of components for
each type of door and frame. Indicate:
.1
.2
.3
.4
.5
.6
.7
.8
.3
1.6
Interior trim and exterior junctions with adjacent construction.
Junctions between combination units.
Elevations of units.
Core thicknesses of components.
Type and location of exposed finishes, method of anchorage, number of anchors,
supports, reinforcement, and accessories.
Location of caulking.
Each type of door system including location.
Arrangement of hardware and required clearances.
Submit catalogue details for each type of door and frame illustrating profiles, dimensions
and methods of assembly.
CLOSEOUT SUBMITTALS
.1
1.7
Provide maintenance data for cleaning and maintenance of aluminum finishes for
incorporation into manual specified in Section 01 77 00 Closeout Submittals.
QUALITY ASSURANCE
.1
Test Reports: certified test reports showing compliance with specified performance
characteristics and physical properties.
.2
Certificates: product certificates signed by manufacturer certifying materials comply with
specified performance characteristics and criteria and physical requirements.
FILE 1177
AUGUST 2016
1.8
ALUMINUM DOORS AND FRAMES
SECTION 08 12 00
PAGE 3 of 6
DELIVERY, STORAGE, AND HANDLING
.1
Storage and Protection:
.1
.2
Apply temporary protective coating to finished surfaces. Remove coating after
erection. Do not use coatings that will become hard to remove or leave residue.
Leave protective covering in place until final cleaning of building.
PART 2
Products
2.1
MATERIALS
.1
Aluminum extrusions: Aluminum Association alloy AA6063-T5 anodizing quality.
.2
Sheet aluminum: Aluminum Association alloy AA1100-H14 anodizing quality.
.3
Steel reinforcement: to CAN/CSA-G40.20/G40.21, grade 300 W.
.4
Fasteners: aluminum, cadmium plated steel, stainless steel, finished to match adjacent
material.
.5
Weatherstrip: replaceable mohair.
.6
Door bumpers: black neoprene.
.7
Door bottom seal: operable and automatic door seal of anodized extruded aluminum
frame and vinyl weather seal, recessed in door bottom, closed ends, automatic retract
mechanism when door is open.
.8
Isolation coating: alkali resistant, bituminous paint.
.9
Glass: in accordance with Section 08 80 00
.10
Sealants: in accordance with Section 07 90 00, colour as selected by Consultant.
2.2
ALUMINUM DOORS
.1
Construct doors of porthole extrusions with minimum wall thickness of 3 mm.
.2
Door stiles and top rails: nominal 50 mm wide, plus or minus 6 mm.
.3
Intermediate Rails: nominal 175 mm wide plus or minus 6 mm.
.4
Bottom Rail nominal 100 mm wide plus or minus 6 mm.
.5
Reinforce mechanically-joined corners of doors to produce sturdy door unit.
.6
Glazing stops: interlocking snap-in type for dry glazing. Exterior stops: tamperproof type.
.7
Provide thermally broken doors on exterior.
FILE 1177
AUGUST 2016
ALUMINUM DOORS AND FRAMES
SECTION 08 12 00
PAGE 4 of 6
.8
Pairs of doors will be installed with removable centre mullion supplied by Section 08710
and installed by this section.
.9
Door Hardware: in accordance with Section 08710
.10
Acceptable Product: Kawneer 190 Series, Alumicor 100A Oldcastle NS212 each with
components listed above, or approved alternate.
2.3
ALUMINUM FRAMES
.1
Construct frames of aluminum extrusions with minimum wall thickness of 3 mm.
.2
Frame members nominal sizes as follows, for applied stops:
.1
.2
.3
2.4
Exterior Frames: 2" x 4 1/2" nominal size.
Interior Frames: 1 3/4" x 4 1/2" nominal size.
Provide thermally broken frames on exterior.
ALUMINUM FINISHES
.1
2.5
Finish exposed surfaces of aluminum components in accordance with Aluminum
Association Designation System for Aluminum Finishes.
.1
Clear anodic finish
.2
Appearance and properties of anodized finishes designated by the Aluminum
Association as Architectural Class 2, and Protective and Decorative.
STEEL FINISHES
.1
2.6
Finish steel clips and reinforcing steel with steel primer to CGSB 1.40.
FABRICATION
.1
Doors and framing to be by same manufacturer.
.2
Fabricate doors and frames to profiles and maximum face sizes as shown. [Provide
minimum 22 mm bite for insulating glazed units.
.3
Provide structural steel reinforcement as required.
.4
Fit joints tightly and secure mechanically.
.5
Conceal fastenings.
.6
Mortise, reinforce, drill and tap doors, frames and reinforcements to receive hardware
using templates provided under Section 08710 - Door Hardware .
.7
Isolate aluminum from direct contact with dissimilar metals, concrete and masonry.
FILE 1177
AUGUST 2016
ALUMINUM DOORS AND FRAMES
PART 3
Execution
3.1
MANUFACTURER'S INSTRUCTIONS
.1
3.2
SECTION 08 12 00
PAGE 5 of 6
Compliance: comply with manufacturer's written data, including product technical
bulletins, product catalogue installation instructions, product carton installation
instructions, and data sheets.
INSTALLATION
.1
Set frames plumb, square, level at correct elevation in alignment with adjacent work.
.2
Anchor securely.
.3
Install doors and hardware in accordance with hardware templates and manufacturer's
instructions.
.4
Adjust operable parts for correct function.
.5
Make allowances for deflection of structure to ensure that structural loads are not
transmitted to frames.
3.3
GLAZING
.1
3.4
Glaze aluminum doors and frames in accordance with Section 08800 - Glazing.
CAULKING
.1
Seal joints to provide weathertight seal at outside and air, vapour seal at inside.
.2
Apply sealant in accordance with Section 07 90 00 - Joint Sealing. Conceal sealant within
the aluminum work except where exposed use is permitted by Consultant
FILE 1177
AUGUST 2016
3.5
ALUMINUM DOORS AND FRAMES
SECTION 08 12 00
PAGE 6 of 6
CLEANING
.1
Perform cleaning of aluminum components in accordance with AAMA 609.1 - Voluntary
Guide Specification for Cleaning and Maintenance of Architectural Anodized Aluminum.
.2
Perform cleaning as soon as possible after installation to remove construction and
accumulated environmental dirt.
.3
Clean aluminum with damp rag and approved non-abrasive cleaner.
.4
Remove traces of primer, caulking, epoxy and filler materials; clean doors and frames.
.5
Clean glass and glazing materials with approved non-abrasive cleaner.
.6
Upon completion of installation, remove surplus materials, rubbish, tools and equipment
barriers.
END OF SECTION
FILE 1177
AUGUST 2016
WOOD DOORS
SECTION 08 21 00
PAGE 1 OF 3
PART 1 - GENERAL
1.1
1.2
RELATED SECTIONS
.1
Section 08 11 00 - Steel Doors and Frames
.3
Section 08 71 00 - Door Hardware.
.4
Section 08 80 00 - Glazing.
.5
Finishing: Section 099000
REFERENCES
.1
.2
.3
Canadian Standards Association (CSA).
.1
CSA O115-M1982, Hardwood and Decorative Plywood.
.2
CAN/CSA O132.2 Series-90, Wood Flush Doors.
.3
CAN/CSA-O132.5-M1992, Stile and Rail Wood Doors.
Canadian General Standards Board (CGSB).
.1
CAN/CGSB-71.19-M88, Adhesive, Contact, Sprayable.
.2
CAN/CGSB-71.20-M88, Adhesive, Contact, Brushable.
Architectural Woodwork Manufacturers Association of Canada (AWMAC).
.1
.4
.5
Underwriters' Laboratories of Canada (ULC).
.1
CAN4 S104M-M80, Fire Tests of Door Assemblies.
.2
CAN4 S105M-M85, Fire Door Frames.
American Society for Testing and Materials.
.1
1.3
Quality Standards for Architectural Woodwork 1991.
ASTM E 152-81a, Methods for Fire Tests of Door Assemblies.
SAMPLES
.1
Submit samples in accordance with Section 01 33 00 – Submittals’
.2
Submit one 300 x 300 mm corner sample of each type wood door.
.3
Show door construction, core, glazing detail and faces.
FILE 1177
AUGUST 2016
1.4
1.5
1.6
WOOD DOORS
SECTION 08 21 00
PAGE 2 OF 3
SHOP DRAWINGS
.1
Submit shop drawings in accordance with Section 01 33 00 – Submittal Procedures.
.2
Indicate door types and cut outs for lights and louvres, sizes, core construction, transom
panel construction and cutouts.
PROTECTION
.1
Protect doors from dampness. Arrange for delivery after work causing abnormal humidity
has been completed.
.2
Store doors in well ventilated room, off floor, in accordance with manufacturer's
recommendations.
.3
Protect doors from scratches, handling marks and other damage. Wrap doors.
WARRANTY
.1
The warranty period stated in GC 12.3 - WARRANTY, paragraph 12.3.1 is, with respect to
this Section of the Work, extended from one year to three years.
.2
Defective work shall include, but not be restricted to: surface blemishes, showing of core
ghost lines, splitting, delamination, sagging, deterioration of core, and warping and twisting
in excess of deformation allowed by CAN/CSA 0132.2.0-90.
.3
Replacement under the warranty shall include fitting, installation, reinstallation of hardware
to match replaced door.
PART 2 – PRODUCTS
2.1
WOOD FLUSH DOORS
.1
Solid core – Unrated:
.1
Stiles and rails shall be constructed of LVL, SCL, Timberstrand, or similar core
material edge-banded with ¾” minimum solid hardwood and laminated with a
minimum 1/8” HDF crossband. Rotary Cut Oak Wood veneer = 1/16” at the stiles
and rails. MDF, stave core, particleboard, and/or glued block core are not
acceptable core materials at the stiles and rails.
.2
Cope and stick joinery of stiles and rails using ½” x 4” dowels. Joints to have a
minimum of 1 dowel.
.3
Muntin bars shall have ¼” x 2 ½” dowels at every joint.
.4
Pressure fit joints using type 2 water resistant glue.
.5
All doors with glass shall include factory-glazed ¼” tempered glass.
.7
Wood species shall be red oak, rotary cut.
.8
All veneered components shall be well match for grain and color.
.9
Doors to have 6 horizontal panels, refer to drawings.
.10
Acceptable Product: Harring Doors 100 Series or similar product by Baillargeon
Doors, Lambton Doors, Cambridge Door Co., JWS Manufacturing Inc.,
Weyerhouser Canada Ltd or approved alternate.
FILE 1177
AUGUST 2016
.2
2.2
SECTION 08 21 00
PAGE 3 OF 3
Solid Core – Rated
.1
Labeled Fire Doors - 45 minute: Label doors shall conform to the following a
applicable code:
1.
Positive Pressure: Tested to UL10-C, or ASTM E2074 Category A.
.2
6 horizontal panel style, red oak species, rotary cut. Refer to drawings.
GLAZING
.1
2.3
WOOD DOORS
Glass: in accordance with Section 08 80 00.
FABRICATION
.1
Vertical edge strips to match face veneer.
.2
Prepare doors for glass where indicated and provide wood glazing stops and stickings to
match face veneer with mitred corners.
.3
Bevel vertical edges of single acting doors 3 mm in 50 mm on lock side and 1.5 mm in 50
mm on hinge side.
.4
Radius vertical edges of double acting doors to 60 mm radius.
PART 3 - EXECUTION
3.1
3.2
INSTALLATION
.1
Unwrap and protect doors in accordance with CAN/CSA-O132.2 Series, Appendix A.
.2
Install labeled fire rated doors to NFPA 80.
.3
Install doors and hardware in accordance with manufacturer's printed instructions and
CAN/CSA-O132.2 Series, Appendix A.
.4
Adjust hardware for correct function.
.5
Install glazing in accordance with Section 088000 - Glazing.
.6
Install stops.
ADJUSTMENT
.1
Re-adjust doors and hardware just prior to completion of building to function freely and
properly.
END OF SECTION
FILE 1177
AUGUST 2016
ALUMINUM WINDOWS
PART 1
GENERAL
1.1
RELATED SECTIONS
.1
Section 07 21 20 – Low Expanding Foam Sealant.
.2
Section 07 26 00 - Vapour Retarders.
.3
Section 07 90 00 - Joint Sealants.
.4
Section 08 80 00 - Glazing.
1.2
SECTION 08 52 10
PAGE 1
REFERENCES
.1
Aluminum Association (AA),
.1
.2
Canadian General Standards Board (CGSB)
.1
.2
.3
CAN/CGSB-1.40, Anticorrosive Structural Steel Alkyd Primer.
CAN/CGSB-79.1, Insect Screens.
Canadian Standards Association (CSA)
.1
.2
1.3
AA-DAF 45, Designation System for Aluminum Finishes.
CSA-A440-00/A440.1, A440, Windows / Special Publication A440.1, User
Selection Guide to CSA Standard A440, Windows.
CAN/CSA-Z91, Health and Safety Code for Suspended Equipment Operations.
SUBMITTALS
.1
Indicate materials and details in full size scale for head, jamb and sill, profiles of
components, interior and exterior trim junction between combination units, elevations of
unit, anchorage details, location of isolation coating, description of related components
and exposed finishes fasteners, and caulking. Indicate location of manufacturer's
nameplates.
.2
Shop drawings to indicate continuation of air barrier and vapour barrier between wall
assembly and aluminum window.
.3
Submit one complete full size window sample of each type window.
.4
Include frame, sash, sill, glazing and weatherproofing method, insect screens, surface
finish and hardware. Show location of manufacturer's nameplates.
.5
Include 150 mm long samples of head, jamb, sill, meeting rail mullions to indicate profile.
1.4
TEST REPORTS
.1
Submit test reports from approved independent testing laboratories, certifying compliance
with specifications, for:
.1
.2
Windows classifications
Air tightness
FILE 1177
AUGUST 2016
ALUMINUM WINDOWS
.3
.4
.5
.6
.7
.8
.9
.10
.11
1.5
SECTION 08 52 10
PAGE 2
Water tightness
Wind load resistance
Condensation resistance
Forced entry resistance
Insect screens
Glazing
Sash strength and stiffness
Ease of operation - windows with operable lights
Anodized finish
CLOSEOUT SUBMITTALS
.1
1.6
Provide operation and maintenance data for windows for incorporation into manual
specified in Section 01 77 00 - Closeout Submittals.
WARRANTY
.1
Provide a written warranty for work under this section from manufacturer for failure due to
defective materials and from contractor for failure due to defective installation and
workmanship, for five (5) years respectively from the date of Substantial Completion.
PART 2
PRODUCTS
2.1
MATERIALS
.1
Materials: to CSA-A440/A440.1 supplemented as follows:
.2
All aluminum windows by same manufacturer.
.3
Sash: aluminum thermally broken.
.4
Main frame: aluminum thermally broken.
.5
Glass: in accordance with Section 08 80 00 – Glazing.
.6
Exterior metal sills: extruded aluminum of type and size to suit job conditions; minimum 3
mm thick, complete with joint covers, jamb drip deflectors, chairs, anchors, anchoring
devices.
.7
Isolation coating: alkali resistant bituminous paint.
2.2
WINDOW TYPE AND CLASSIFICATION
.1
Types:
.1
.2
Fixed with Insulating Glass
Classification rating: Windows shall meet or exceed requiremens of CSA-A440/A440.1
and the following performance ratings:
FILE 1177
AUGUST 2016
ALUMINUM WINDOWS
.1
Fixed Windows:
.1
.2
.3
.4
.5
2.3
SECTION 08 52 10
PAGE 3
Air Tightness: Fixed, maximum 0.020 (m3/h)m-1 to ASTM E283.
Water Tightness: B3.
Wind Load Resistance: C3.
Minimum Temperature Index: 56.
Acceptable Product: Kawneeer 516 Isoport, similar product from Oldcastle
or Alumicor or approved alternate.
FABRICATION
.1
Fabricate in accordance with CSA-A440/A440.1 supplemented as follows:
.2
Fabricate units square and true with maximum tolerance of plus or minus 1.5 mm for
units with a diagonal measurement of 1800 mm or less and plus or minus 3.0 mm for
units with a diagonal measurement over 1800 mm.
.3
Face dimensions detailed are maximum permissible sizes.
.4
Brace frames to maintain squareness and rigidity during shipment and installation.
.5
Finish steel clips and reinforcement with 380 g/m² zinc coating to CAN/CGSB-1.40.
2.4
ALUMINUM FINISHES
.1
Finish exposed surfaces of aluminum components in accordance with Aluminum
Association Designation System for Aluminum Finishes.
.1
2.5
Integral colour anodic finish: designation AA- M32, C12, C22, A42, colour to
match sample.
ISOLATION COATING
.1
Isolate aluminum from following components, by means of isolation coating:
.1
.2
.3
2.6
Dissimilar metals except stainless steel, zinc, or white bronze of small area.
Concrete, mortar and masonry.
Wood.
GLAZING
.1
2.7
Glaze windows in accordance with CSA-A440/A440.1 and Section 08 80 50 - Glazing.
HARDWARE
.1
Hardware: stainless steel or white bronze sash locks and aluminum handles to provide
security and permit easy operation of units.
.2
Locks: provide operating sash with spring loading extruded aluminum sash locks, to
provide automatic locking in closed position. Provide CMR sweep locks at meeting rail.
FILE 1177
AUGUST 2016
.3
ALUMINUM WINDOWS
Where windows latching devices are located in excess of 1600 mm above floor level:
.1
.4
2.8
SECTION 08 52 10
PAGE 4
Equip vertical sliding units with ring pull at top sash. Provide operating pole of
length required, complete with appropriate tip to suit ring pull. Provide one (1)
pole for each room where vent sash occurs.
Vertical slider windows are not required to have inward tilt action. All vertical slider
windows provided for this project are to have the inward tilt action mechanism disabled
prior to delivery to the project site.
AIR BARRIER AND VAPOUR RETARDER
.1
Provide low expanding, single component polyurethane foam sealant installed at head,
jamb and sill perimeter of window for sealing to building air barrier, vapour retarder and
window frame. Foam sealant width to be adequate to provide required air tightness and
vapour diffusion control to building air barrier and vapour retarder foam interior. Refer to
Section 07 21 20 – Low Expanding Foam Sealant.
PART 3
EXECUTION
3.1
WINDOW INSTALLATION
.1
Install in accordance with CSA-A440.
.2
Arrange components to prevent abrupt variation in colour.
.3
Install shims between windows and building frame at each installation screw location.
Shim and fasten windows in accordance with manufacturer’s recommendations and
CAN/CSA A440.4.
3.2
SILL INSTALLATION
.1
Install metal sills with uniform wash to exterior, level in length, straight in alignment with
plumb upstands and faces. Use one piece lengths at each location.
.2
Cut sills to fit window opening.
.3
Secure sills in place with anchoring devices located at ends joints of continuous sills and
evenly spaced 600 mm oc in between.
.4
Fabricate and install sills to provide minimum 2% slope away from window.
.5
Fasten drip deflectors with self tapping stainless steel screws.
.6
Maintain 6.0 to 9.0 mm space between butt ends of continuous sills. For sills over 1200
mm in length, maintain 3.0 to 6.0 mm space at each end.
FILE 1177
AUGUST 2016
3.3
ALUMINUM WINDOWS
SECTION 08 52 10
PAGE 5
CAULKING
.1
Seal joints between windows and window sills with sealant. Bed sill expansion joint cover
plates and drip deflectors in bedding compound. Caulk between sill upstand and windowframe. Caulk butt joints in continuous sills.
.2
Apply sealant in accordance with Section 07 90 00 - Joint Sealants. Conceal sealant
within window units except where exposed use is permitted by Owner’s Representative.
3.4
CLEANING
.1
Progress Cleaning: clean in accordance with Section 01 74 11 - Cleaning.
.1
Leave Work area clean at end of each day.
.2
Final Cleaning: upon completion remove surplus materials, rubbish, tools and equipment
in accordance with Section 01 74 11 - Cleaning.
.3
Waste Management: separate waste materials for reuse or recycling.
.1
3.5
Remove recycling containers and bins from site and dispose of materials at
appropriate facility.
PROTECTION
.1
Protect installed products and components from damage during construction.
.2
Repair damage to adjacent materials caused by window installation.
END OF SECTION
FILE 1177
AUGUST 2016
FINISH HARDWARE
SECTION 08 71 00
PAGE 1 OF 1
PART 1 – GENERAL
1.1 RELATED WORK
.1
.2
.3
Hollow Metal Doors and Frames: Section 08 11 10
Aluminum Doors and Frames: Section 08 12 00
Wood Doors: Section 08 21 00
1.2 HARDWARE LIST
.1
Hardware list is included as an appendix to this section.
1.3 MAINTENANCE DATA
.1
Provide operation and maintenance data for door closers, locksets, door holders and fire
exit hardware for incorporation into manual specified in Section 01330 - Submittal
Procedures
.2
Brief maintenance staff regarding proper care, cleaning, and general maintenance.
1.4 MAINTENANCE MATERIALS
.1
Provide maintenance materials in accordance with Section 01330 - Submittal Procedures.
.2
Supply two sets of wrenches for door closers, locksets and fire exit hardware.
1.5 DELIVERY AND STORAGE
.1
Store finishing hardware in locked, clean and dry area.
.2
Package each item of hardware including fastenings, separately or in like groups of
hardware, label each package as to item definition and location.
PART 2 – PRODUCTS
2.1 HARDWARE ITEMS
.1
Supply all items in accordance with Hardware List.
PART 3 – EXECUTION
3.1 INSTALLATION INSTRUCTIONS
.1
.2
.3
.4
.5
Obtain manufacturer's instructions for proper installation of each hardware component.
Examine all work to receive finishing hardware when ready and report any unsuitable
condition to the Consultant prior to continuing.
Where door stop contacts door pulls, mount stop to strike bottom of pull.
Remove and reinstall new and existing hardware as necessary to allow finish painting.
All work shall be installed plumb and true and secured with proper fastenings.
END OF SECTION
FILE 1177
AUGUST 2016
GLAZING
SECTION 08 80 00
PAGE 1 OF 2
PART 1 - GENERAL
1.1 RELATED WORK
.1
Supply and installation of:
.1
Hollow metal doors and frames: Section 08 11 10
.2
Aluminum Doors: Section 08 12 00
.3
Wood Doors: Section 08 21 00
.4
PART 2 - PRODUCTS
2.1 GLASS MATERIALS
.1
Tempered to CAN2-12.1, Type 1, Class A of ¼” thickness unless indicated otherwise, clear.
.2
Float glass: to CAN/CGSB-12.3, glazing quality, ¼” thickness unless indicated otherwise,
clear.
.3
Wired glass: georgian, to meet Ontario Building Code Requirements, ¼” thickness unless
indicated otherwise.
.4
Insulating glass units: to CAN/CGSB-12.8 M90, with outer pane of ¼” thick clear, tempered
glass and inner pane of ¼” thick clear float glass; glazing to be Low E II type; intercavity
space ½” with low conductivity spacer and filled with argon gas, 1” total thickness.
Silvered mirror glass: ¼” thick, Type 1A-float glass for normal use.
.1
Mirror attachment accessories:
.1
Mirror adhesive, chemically compatible with mirror coating and wall
substrate.
.5
2.2 GLAZING AND SEALING COMPOUND MATERIALS AND ACCESSORIES
.1
.2
.3
.4
Sealant compound: silicone sealant to glass manufacturer's recommendations. Submit
colour to Consultant for approval.
Glazing tape:
.1
For Units up to 75 United Inches: preformed butyl tape, 10-15 durometer hardness,
paper release.
.2
For units in excess of 75 United Inches: extruded tape with integral spacer shim.
Setting blocks and spacer shims: neoprene, Shore "A" durometer hardness 80-90, size and
location to manufacturer's recommendations.
Primer-sealers and cleansers: to glass manufacturer's standard.
PART 3 - EXECUTION
3.1 WORKMANSHIP
.1
Remove protective coatings and clean contact surfaces with solvent and wipe dry.
.2
Apply primer-sealer to contact surfaces.
.3
Place setting blocks as per manufacturer's instructions.
FILE 1177
AUGUST 2016
GLAZING
SECTION 08 80 00
PAGE 2 OF 2
.4
Install glass, rest on setting blocks, ensure full contact and adhesion at perimeter.
.5
Install removable stops, without displacing tape or sealant.
.6
Provide edge clearance to manufacturer's recommendations.
.7
Insert spacer shims to center glass in space. Place shims at 24" oc and keep 1/4" below
sight line.
.8
Apply cap bead of sealant at exterior void.
.9
Apply sealant to uniform and level line, flush with sightline and tooled or wiped with solvent
to smooth appearance.
.10
Do not cut or abrade tempered, heat treated, or coated glass.
3.2 GLAZING
.1
All glazing shall be done in strict accordance with manufacturer's instructions.
.2
Conform to recommendations of the Glazing Manual, Flat Glass Marketing Association,
Revised Edition 1971.
3.3 INSTALLATION: MIRRORS
.1
Set mirrors with adhesive, applied in accordance with adhesive manufacturer's
instructions.
.2
Place plumb and level.
3.4 FINISHING
.1
Immediately remove sealant and compound droppings from finished surfaces. Remove
labels after final inspection and work is approved.
END OF SECTION
FILE 1177
AUGUST 2016
METAL STUD SYSTEMS
SECTION 09 11 00
PAGE 1 OF 2
PART 1 - GENERAL
1.1 RELATED WORK
.1
.2
Acoustical Insulation: Section 07 21 16
Gypsum board: Section 09 25 00
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Non-loadbearing channel stud framing: to ASTM C645-83, 3 5/8" stud size or as
noted on drawings, roll formed from hot dipped galvanized steel sheet, for screw
attachment of gypsum board. Knock-out service holes at 18" centres. Stud
thickness to be 0.457 mm (26 Ga).
.2
Floor and ceiling tracks: to ASTM C645-83, in widths to suit stud sizes, 32 mm
flange height.
.3
Metal channel stiffener: 19 mm size, 1.4 mm thick cold rolled steel, coated with rust
inhibitive coating.
.4
Acoustical sealant: to CGSB 19-GP-21M.
PART 3 – EXECUTION
3.1 ERECTION
.1
Align partition tracks at floor and ceiling and secure at 24” o.c. maximum.
.2
Install dampproof course under stud shoe tracks of partitions on slabs on grade.
.3
Place studs vertically at 16” oc and not more than 2” from abutting walls, and at
each side of openings and corners. Position studs in tracks at floor and ceiling.
Cross brace steel studs as required to provide rigid installation to manufacturer's
instructions.
.4
Erect metal studding to tolerance of 1:1000.
.5
Attach studs to bottom and ceiling track using screws.
.6
Co-ordinate simultaneous erection of studs with installation of service lines. When
erecting studs ensure web openings are aligned.
.7
Co-ordinate erection of studs with installation of door/window frames and special
supports or anchorage for work specified in other Sections.
.8
Provide two studs extending from floor to ceiling at each side of openings wider than
stud centres specified. Secure studs together, 2” apart using column clips or other
approved means of fastening placed alongside frame anchor clips.
.9
Install heavy gauge single jamb studs at openings.
FILE 1177
AUGUST 2016
METAL STUD SYSTEMS
SECTION 09 11 00
PAGE 2 OF 2
.10
Erect track at head of door/window openings and sills of sidelight/window openings
to accommodate intermediate studs. Secure track to studs at each end, in
accordance with manufacturer's instructions. Install intermediate studs above and
below openings in same manner and spacing as wall studs.
.11
Frame openings and around built-in equipment, cabinets, access panels, on four
sides. Extend framing into reveals. Check clearances with equipment suppliers.
.12
Provide 1 1/2" wood blocking secured between studs for attachment of fixtures
behind lavatory basins, toilet and bathroom accessories, and other fixtures including
grab bars and towel rails, attached to steel stud partitions.
.13
Install steel studs or furring channel between studs for attaching electrical and other
boxes.
.14
Extend partitions to underside of deck except where noted otherwise on drawings.
.15
Maintain clearance under beams and structural slabs to avoid transmission of
structural loads to studs. Use 2" leg ceiling tracks.
.16
Install continuous insulating strips to isolate studs from uninsulated surfaces.
.17
Insulate walls noted on drawings.
END OF SECTION
FILE 1177
NOVEMBER 2015
ACOUSTICAL CEILING SYSTEM
SECTION 09 13 00
PAGE 1 OF 3
PART 1 - GENERAL
1.1 RELATED WORK
.1
Suspension systems for gypsum board ceilings: Section 09 25 00
.2
Trim for recessed mechanical systems: Division 23
.3
Trim for recessed light fixtures: Division 26
1.2 REFERENCES
.1
ASTM C635-87 Specifications for Metal Suspension Systems for Acoustical Tile and Lay-In
Panel Ceilings.
.2
ASTM C636-86 Practice for Installation of Metal Ceiling Suspension Systems for Acoustical
Tile and Lay-In Panels.
1.3 DESIGN CRITERIA
.1
Maximum deflection: 1/360th of span to ASTM C635 deflection test.
1.4 ENVIRONMENTAL CONDITIONS
.1
Permit wet work to dry before commencement of installation.
.2
- 40% before and during
installation.
.3
Store materials in work area 48 hours prior to installation.
1.5 MAINTENANCE MATERIALS
.1
Provide acoustical units amounting to 2% of gross ceiling area for each pattern and type
required for project.
.2
Materials to be same production run as installed materials.
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Suspension System:
.1
Heavy duty system to ASTM C635.
.2
Basic materials for suspension system: commercial quality cold rolled steel.
.3
Suspension system: non fire rated, made up of two directional exposed tee bar grid.
.4
Exposed tee bar grid components: shop painted satin sheen, white.
die cut. Main tee with double web, rectangular bulb and nomimal 1"
exposed face. Cross tee with rectangular bulb; web extended to
interlock with main tee webs; lower flange extended and offset to
intersection.
Components
rolled cap on
form positive
provide flush
FILE 1177
NOVEMBER 2015
.2
ACOUSTICAL CEILING SYSTEM
SECTION 09 13 00
PAGE 2 OF 3
.5
Hanger wire: galvanized soft annealed steel wire, 3.6 mm diameter.
.6
Hanger inserts: purpose made.
.7
Accessories: splices, clips, wire ties, retainers and wall moulding flush, to
complement suspension system components, as recommended by system
manufacturer.
Acoustic Units:
.1
.2
.3
Acoustic units for suspended ceiling system: to CAN2-92.1. M77, Type 3, Flame
spread rating of 25 or less, smoke developed 50 or less, 610 x 610 x 16 mm (24" x
24" x 5/8") thick, white matte finish. Armstrong Fine Fissured #1728, Certainteed
Fine Fissured #HHF-157, CGC Radar Clima Plus #2210.
Adhesive: type recommended by acoustic unit manufacturer.
Staples, nails and screws: to CSA B111 non corrosive finish as recommended by
acoustic unit manufacturer.
PART 3 - EXECUTION
3.1 SUSPENSION SYSTEM INSTALLATION
.1
Installation: in accordance with ASTM C636-86 except where specified otherwise.
.2
Install suspension system to manufacturer's instructions.
.3
Do not erect ceiling suspension system until work above ceiling has been inspected by
Consultant.
.4
Secure hangers to overhead structure using attachment methods acceptable to Consultant.
.5
Install hangers spaced at maximum 4'-0" centres and within 6" from ends of main tees.
.6
Lay out system according to reflected ceiling plan.
.7
Ensure suspension system is co-ordinated with location of related components.
.8
Install wall mould to provide correct ceiling height.
.9
Completed suspension system to support super-imposed loads, such as lighting fixtures,
diffusers, grilles and speakers.
.10
Support at light fixtures and diffusers with additional ceiling suspension hangers within 6" of
each corner and at maximum 24" around perimeter of fixture.
.11
Interlock cross member to main runner to provide rigid assembly.
.12
Frame at openings for light fixtures, air diffusers, speakers and at changes in ceiling heights.
.14
Finished ceiling system to be square with adjoining walls and level within 1:1000.
FILE 1177
NOVEMBER 2015
ACOUSTICAL CEILING SYSTEM
SECTION 09 13 00
PAGE 3 OF 3
3.2 ACOUSTIC UNIT INSTALLATION
.1
Do not install acoustical panels and tiles until work above ceiling has been inspected by
Consultant.
.2
Co-ordinate ceiling work to accommodate components of other sections, such as light
fixtures, diffusers, speakers, sprinkler heads, to be built into acoustical ceiling components.
.3
Install acoustical panels and tiles in ceiling suspension system.
.4
Ensure the finished acoustical ceilings are free from wanes or distortions, square with
adjoining work, and free from defects detrimental to appearance and performance.
.5
Water-level ceiling grids to within a tolerance of 1:1000.
.6
Install lay-in ceiling board under conditions as outlined in the current bulletin of the Acoustical
Materials Association and in accordance with the manufacturer's instructions.
.7
Do not commence the lay-in board installation until mechanical and electrical fixtures are
installed and any painting of ceiling surfaces is completed.
.8
Install board onto tees with all edges uniformly supported. Where required, neatly cut and
trim edges so as to be square and in line with the main field. Do not force or wedge boards
in place but in such a manner as to permit easy removability.
.9
Cracked or deformed boards will not be permitted.
3.3 CLEANING
.1
Touch up scratches, abrasions, voids and other defects in painted surfaces.
END OF SECTION
FILE 1177
AUGUST 2016
GYPSUM BOARD
SECTION 09 25 00
PAGE 1 OF 4
PART 1 – GENERAL
1.1
RELATED WORK
.1
Metal stud system: Section 09 11 00
1.2 REFERENCE STANDARDS
.1
Do work in accordance with CSA A82.31-M1980 except where specified otherwise.
.2
Underwriters Laboratories of Canada (ULC)
.1
.3
1.3
1.4
CAN/ULC-S102-1988, Building Materials and Assemblies, Standard Method of
Test for Surface Burning Characteristics.
American Society for Testing and Materials (ASTM)
.1
ASTM C 36-95, Specification for Gypsum Wallboard.
.2
ASTM C 475-94, Specification for Joint Compound and Joint Tape for Finishing
Gypsum Board.
.3
ASTM C 840-95, Specification and Finishing of Gypsum Board.
.4
ASTM C 954-903 Specification For Steel Drill Screws for the Application of
Gypsum Board
ENVIRONMENTAL REQUIREMENTS
.1
Maintain temperature minimum 10C, maximum 21C for 48 hours prior to and during
application of gypsum boards and joint treatment, and for at least 48 hours after
completion of joint treatment.
.2
Apply board and joint treatment to dry, frost free surfaces.
QUALIFICATIONS
.1
Gypsum Board installers: minimum 5 years proven experience
PART 2 - PRODUCTS
2.1
MATERIALS
.1
Standard board: to ASTM C 36, regular and Type X, thickness as indicated on drawings, 4'0" wide x maximum practical length, ends square cut, edges beveled.
.2
Metal furring runners, hangers, tie wires, inserts, anchors: to CSA A82.30, galvanized.
.3
Drywall furring channels: 0.5 mm base steel thickness galvanized steel channels for screw
attachment of gypsum board.
FILE 1177
AUGUST 2016
GYPSUM BOARD
SECTION 09 25 00
PAGE 2 OF 4
.4
Resilient clips and drywall furring: 0.5 mm base steel thickness galvanized steel for
resilient attachment of gypsum board.
.5
Nails: to ASTM C 514
.6
Steel drill screws: to ASTM C 1002.
.7
Laminating compound: as recommended by manufacturer, asbestos-free.
.8
Stud adhesive: to CAN/CGSB-71.25.
.9
Casing beads, corner beads, control joints and edge trim: to ASTM c 1047, metal, zinc
coated by hot dip process, 0.5 mm base thickness, perforated flanges; one piece length per
location.
.10
Joint compound: to ASTM C 475, asbestos-free.
.11
Insulating strip: rubberized, moisture resistant, 3 mm (1/8") thick cork strip, 12.7 mm (1/2")
wide, with self sticking permanent adhesive on one face, lengths as required.
PART 3 - EXECUTION
3.1
ERECTION
.1
Do application and finishing of gypsum board in accordance with ASTM C 840 except
where specified otherwise.
.2
Erect hangers and runner channels for suspended gypsum board ceilings in accordance
with ASTM C 840 except where specified otherwise.
.3
Support light fixtures by providing additional ceiling suspension hangers within 150 mm of
each corner and at maximum 600 mm around perimeter of fixture.
.4
Install work level to tolerance of 1:1200 and other protrusions.
.5
Frame with furring channels, perimeter of openings for access panels, light fixtures,
diffusers, grilles, and other protrusions.
.6
Install 19 x 64 mm furring channels parallel to, and at exact locations of steel stud
partition header track.
.7
Furr for gypsum board faced vertical bulkheads within and at termination of ceilings.
.8
Furr above suspended ceilings for gypsum board fire and sound stops and to form
plenum areas as indicated.
.9
Install wall furring for gypsum board wall finishes in accordance with ASTM C 840, except
where specified otherwise.
.10
Furr openings and around built-in equipment, cabinets, access panels, on four sides.
Extend furring into reveals. Check clearances with equipment suppliers.
FILE 1177
AUGUST 2016
3.2
3.3
GYPSUM BOARD
SECTION 09 25 00
PAGE 3 OF 4
.11
Furr duct shafts, beams, columns, pipes and exposed services where indicated.
.12
Install 150 mm continuous strip of 12.7 mm gypsum board along base of partitions where
resilient furring installed.
APPLICATION
.1
Do not apply gypsum board until bucks, anchors, blocking, electrical and mechanical
work are approved.
.2
Apply gypsum board to wood or metal furring or framing using screw fasteners. Maximum
spacing of screws 300 mm oc.
.3
Apply single layer gypsum board to concrete or concrete block surfaces, where indicated,
using laminating adhesive.
.4
Apply 12 mm diameter bead of acoustic sealant continuously around periphery of each
face of partitioning to seal gypsum board/structure junction where partitions abut fixed
building components. Seal full perimeter of cut-outs around electrical boxes, ducts, in
partitions where perimeter sealed with acoustic sealant.
INSTALLATION
.1
Erect accessories straight, plumb or level, rigid and at proper plane. Use full length pieces
where practical. Make joints tight, accurately aligned and rigidly secured. Mitre and fit
corners accurately, free from rough edges. Secure at 150 mm oc using contact adhesive
for full length.
.2
Install casing beads around perimeter of suspended ceilings.
.3
Install casing beads where gypsum board butts against surfaces having no trim
concealing junction and where indicated. Seal joints with sealant.
.4
Install insulating strips continuously at edges of gypsum board and casing beads abutting
metal window and exterior door frames, to provide thermal break.
.5
Construct control joints of two back-to-back casing beads set in gypsum board facing and
supported independently on both sides of joint.
.6
Provide continuous polyethylene dust barrier behind and across control joints.
.7
Locate control joints at changes in substrate construction.
.8
Install control joints straight and true.
.9
Construct expansion joints as detailed, at building expansion and construction joints.
Provide continuous dust barrier.
.10
Install expansion joint straight and true.
.11
Install access doors to electrical and mechanical fixtures specified in respective Sections.
.1
Rigidly secure frames to furring or framing systems.
FILE 1177
AUGUST 2016
3.4
GYPSUM BOARD
SECTION 09 25 00
PAGE 4 OF 4
.12
Finish face panel joints and internal angles with joint system consisting of joint compound,
joint tape and taping compound installed according to manufacturer's directions and
feathered out onto panel faces.
.13
Finish corner beads, control joints and trim as required with two coats of joint compound
and one coat of taping compound, feathered out onto panel faces.
.14
Fill screw head depressions with joint and taping compounds to bring flush with adjacent
surface of gypsum board so as to be invisible after surface finish is completed.
.15
Sand lightly to remove burred edges and other imperfections. Avoid sanding adjacent
surface of board.
.16
Completed installation to be smooth, level or plumb, free from waves and other defects
and ready for surface finish.
.17
Apply one coat of white primer sealer over surface to be textured. When dry apply
textured finish in accordance with manufacturer's instructions.
FIRE RATED ASSEMBLIES
.1
Construct fire rated assemblies where indicated.
END OF SECTION
FILE 1177
AUGUST 2016
PORCELAIN TILE
SECTION 09 33 00
PAGE 1 OF 2
PART 1 - GENERAL
1.1 SAMPLES
.1
Submit samples in accordance with Section 01 33 00 Submittal Procedures.
1.2 ENVIRONMENTAL REQUIREMENTS
.1
Maintain air temperature and structural base temperature at quarry tile installation area
above 12°C for 48 h before, during, and 48 h after, installation.
PART 2 - PRODUCTS
2.1
TILE MATERIALS
2.2
.1
Floor Tile: matte finish, floor tile, 300 mm x 600 mm (12” x 24”) tile.
.1
Acceptable Product: Centura NuStone Series;, Olympia Regal or approved
alternate.
.2
Wall Tile: polished finish, 300 mm x 600 mm (12” x 24”) tile.
.1
Acceptable Product: Centura NuStone Series, Olympia Regal or approved
alternate.
.2
Base: fabricate from cut tile, 150 mm high (6") high, colour selected by Consultant to match
floor tile selected.
.3
Cement Grout: 1 part Portland cement and 2 parts sand. Colour of grout as selected by
Consultant.
ACCESSORIES
.1
Metal Top Edge Trim for Base and Dado: Acceptable Material: Schluter Rondec, brushed
nickel anodized aluminum (ATGB) or approved alternate. Size to suit tile thickness.
.2
Corner Trim: symmetrically rounded profile with integrated joint spacer for outside base
corners, polished chrome anodized aluminum finish, 1/4" high. Acceptable product:
Schlüter Rondec Finish brushed nickel anodized aluminum (ATGB) or approved alternate.
.3
Sealant: in accordance with Section 07 90 00. Colour as selected by Consultant to match
tile.
.4
Sealer for grout: as recommended by tile manufacturer.
2.3 MORTAR AND ADHESIVE MIXES
.1
Dry set mortar and organic adhesive: mix to manufacturer's directions.
FILE 1177
AUGUST 2016
PORCELAIN TILE
SECTION 09 33 00
PAGE 2 OF 2
PART 3 - EXECUTION
3.1 WORKMANSHIP
.1
.2
.3
.4
.5
.6
.7
.8
.9
.10
.11
.12
3.2
Do tile work in accordance with Installation Manual 200, "Ceramic Tile", produced by
Terrazzo Tile and Marble Association of Canada (TTMAC), except where specified
otherwise.
Apply mortar bed to clean and sound surfaces.
Fit tile units around corners, fitments, fixtures, drains and other built-in objects. Maintain
uniform joint appearance. Make cut edges smooth and even.
Maximum surface tolerance: 1:800.
Make joints between tiles uniform and approximately 6 mm wide, plumb, straight, true, even
and with adjacent units flush. Align patterns.
Lay out units so perimeter tiles are minimum 1/2 size.
Sound tiles after setting and replace hollow sounding units to obtain full bond.
Make internal angles square, external angles bullnosed.
Construct base 6” high, coved, or cut tiles 4" high complete with metal edge trim applied to
manufacturer's instructions.
Install divider strips at junction of tile flooring and dissimilar material.
Clean installed tile surfaces after installation cured.
Keep building expansion joints free of mortar or grout.
FLOOR TILE
.1
Install in accordance with:
.1
TTMAC detail 311F-2012/2014 Detail A Interior/ Exterior.
.2
Bond coat and grout manufacturer's written instructions.
3.3
WALL TILE
.1
Install in accordance with:
.1
TTMAC details 305W-2012/2014 Detail A Interior Wet/Dry Areas and Exterior
Use, Tile Installed on Cementitious Backer Unit (CBU) Thin Set Method/Walls;
.2
Bond coat and grout manufacturer's written instructions.
3.4 CONTROL JOINTS
.1
Provide control joints 1/4" wide at 15'-0" intervals each way in all heated areas.
.2
Provide control joints around perimeter of large areas, around columns, in locations where
area changes direction and where tile abuts other hard material. Place control joints directly
over subfloor expansion/control joints.
.3
Fill joints with sealant.
3.5 PROTECTION OF FINISHED WORK
.1
Prohibit traffic on floor for 48 hours after installation.
END OF SECTION
FILE 1177
AUGUST 2016
MARBLE WINDOW STOOLS
SECTION 09 34 00
PAGE 1 OF 2
PART 1 - GENERAL
1.1 RELATED WORK
.1
.2
Rough carpentry:
Section 06 10 00
Caulking between marble & other building components: Section 07 9000
1.2 SAMPLES
.1
Submit duplicate representative samples of marble in accordance with Section 01 33 00,
Submittals.
1.3 MAINTENANCE DATA
.1
Provide maintenance data for marble work for incorporation into Maintenance Manual
specified in Section 01 33 00 Submittal Procedures.
1.4 PROTECTION
.1
Protect adjacent framework from marking or damage due to marble work.
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Marble: to ASTM C503-67(1972), Group B, travertine or carrara, filled and polished. Colour
as selected by Consultant. Refer to drawings for sizes.
.2
Sealant materials:
.1
Primers: Type recommended by sealant manufacturer.
.2
Joint Filler: In accordance with Section 07 90 00.
.3
Sealants: In accordance with Section 07 90 00.
Grout: Portland cement, white.
.3
2.2 CUTTING
.1
Cut marble accurately to shape and dimensions and full to square with jointing as indicated.
.2
Make beds and joints 1/4" thick and at right angles to face.
2.3 FINISHING
.1
Finish exposed surfaces to provide polished finish.
FILE 1177
AUGUST 2016
MARBLE WINDOW STOOLS
SECTION 09 34 00
PAGE 2 OF 2
PART 3 - EXECUTION
3.1 INSTALLATION
.1
Thoroughly clean marble window stools, removing dirt or foreign matter from edges and
surfaces. Use of wire brushes is not acceptable.
.2
Set marble plumb and accurately in position.
.3
Make joints uniform.
.4
Take care to prevent soiling, chipping or defacing marble. Remove mortar droppings and
wash clean.
3.2 CLEANING
.1
At completion, wash marble with soft fiber brushes, soap powder and clean water.
END OF SECTION
FILE 1177
AUGUST 2016
RESILIENT TILE FLOORING
SECTION 09 66 00
PAGE 1 of 3
PART 1 - GENERAL
1.1 MAINTENANCE DATA
.1
Provide maintenance data for carpet maintenance for incorporation into Operation and
Maintenance Manual specified in Section 01 33 00, Submittal Requirements
1.2 MAINTENANCE MATERIALS
.1
Deliver 1 carton of each type, pattern and colour of resilient flooring required for this project
for maintenance use. Identify clearly. Store where directed.
.2
Maintenance materials to be of same production run as installed materials.
1.3 MOISTURE TESTING OF CONCRETE SLAB
.1
All new Concrete slabs shall be subject to R.M.A. Moisture Test Unit test by a testing and
inspection company appointed by the Consultant.
.2
Cost of testing will be paid for from the Testing Allowance in accordance with the General
Instructions.
.3
Forward one copy of the testing report to the Consultant for review.
.4
Do not proceed with flooring installation until written authorization is received from the
Consultant.
PART 2 - PRODUCTS
2.1. RESILIENT FLOORING MATERIALS
.1
Vinyl composition tile: to CSA A126.1, 3.0 mm thick, 300 x 300 mm size, colour selected by
Consultant from manufacturer's full product range. Two colours to be selected. Provide
manufacturer's gymnasium line standard feature strips to CSA A126.1, of same material and
thickness as adjacent work, widths and colours indicated on drawings.
.2
Resilient base: to CAN/CSA-A126.5, rubber, cove, minimum 4'-0" length and 4" high,
colour as selected by Consultant.
.3
Resilient one piece stair tread and riser: rubber, 2” (50 mm) vertical face, square nose,
full tread deep, .210” thick tapering to .113” thick, textured surface, contrasting visually
impaired strip at nosing, colours selected by Consultant. Acceptable product: Johnsonite
Cubis Tread/Riser Visually Impaired, or approved alternate.
.4
Primers and adhesives: recommended by flooring manufacturer for specific material on
applicable substrate, above, at or below grade.
.5
Sub-floor filler and leveller: white premix latex requiring water only to produce
cementitious paste as recommended by flooring manufacturer for use with their product.
.6
Metal edge strips: aluminum extruded, smooth, polished with lip to extend under floor
finish, shoulder flush with top of adjacent floor finish.
.7
Sealer: type recommended by flooring manufacturer.
.8
Wax: type recommended by flooring manufacturer.
FILE 1177
AUGUST 2016
RESILIENT TILE FLOORING
SECTION 09 66 00
PAGE 2 of 3
PART 3 - EXECUTION
3.1 PREPARATION
.1
.2
.3
Remove sub-floor ridges and bumps. Fill low spots, cracks, joints, holes and other
defects with sub-floor filler.
Clean floor and apply filler; trowel and float to leave smooth, flat hard surface. Prohibit
traffic until filler cured and dry.
Prime concrete to flooring manufacturer's printed instructions.
3.2 TILE APPLICATION
.1
.2
.3
.4
.5
.6
.7
.8
Apply adhesive uniformly using recommended trowel in accordance with flooring
manufacturer's instructions. Do not spread more adhesive than can be covered by
flooring before initial set takes place.
Lay flooring with joints parallel to building lines to produce symmetrical tile pattern.
Border tiles minimum half tile width.
Install feature strips and floor markings where indicated. Fit joints tightly.
As installation progresses, and after installation, roll flooring in 2 directions with 100 lb.
minimum roller to ensure full adhesion.
Cut tile and fit neatly around fixed objects.
Terminate flooring at centerline of door in openings where adjacent floor finish or colour
is dissimilar.
Install metal edge strips at unprotected or exposed edges where flooring terminates.
Install court lines in accordance with drawings and manufacturer's instructions.
3.3 RESILIENT BASE APPLICATION
.1
.2
.3
.4
.5
.6
Lay out base to keep number of joints at minimum. Base joints at maximum length
available.
Set base in adhesive tightly by using 10 lb. hand roller, against wall and floor surfaces.
Install straight and level to variation of 1:1000.
Scribe and fit to door frames and other obstructions. Use premoulded end pieces at flush
door frames.
Cope internal corners. At external corners install rubber base according to manufacturer's
written instructions.
Install rubber base on all cabinetry and millwork supplied by Divisions 6 and 11, as noted on
drawings.
3.4 STAIR APPLICATION
.1
Install one piece stair treads and risers, one piece for full width of stair. Adhere
as recommended by manufacturer.
FILE 1177
AUGUST 2016
3.5
RESILIENT TILE FLOORING
SECTION 09 66 00
PAGE 3 of 3
INITIAL CLEANING AND WAXING
.1
.2
Remove excess adhesive from floor, base and wall surfaces without damage.
Strip, clean, seal and/or wax resilient floor and base surfaces to flooring manufacturer's
instructions and as follows:
.1
For VCT floors and rubber base, provide 3 coats of wax after stripping and
sealing floor.
3.6
PROTECTION
.1
Protect new floors in accordance with manufacturer's printed instructions.
END OF SECTION
FILE 1177
AUGUST 2016
PAINTING
PART 1
GENERAL
1.1
SUMMARY
.1
Section Includes:
.1
1.2
SECTION 09 90 00
PAGE 1 OF 10
Material and installation of site applied paint finishes to new interior surfaces,
including site painting of shop primed surfaces.
REFERENCES
.1
Department of Justice Canada (Jus)
.1
Canadian Environmental Protection Act (CEPA), 1999, c. 33
.2
Environmental Protection Agency (EPA)
.1
.3
Health Canada / Workplace Hazardous Materials Information System (WHMIS)
.1
.4
Material Safety Data Sheets (MSDS).
Master Painters Institute (MPI)
.1
MPI Architectural Painting Specifications Manual, 2004.
.5
National Fire Code of Canada - 1995
.6
Society for Protective Coatings (SSPC)
.1
.7
SSPC Painting Manual, Volume Two, 8th Edition, Systems and
Specifications Manual.
Transport Canada (TC)
.1
1.3
EPA Test Method for Measuring Total Volatile Organic Compound Content
of Consumer Products, Method 24 - 1995, (for Surface Coatings).
Transportation of Dangerous Goods Act (TDGA), 1992, c. 34 .
QUALITY ASSURANCE
.1
Qualifications:
.1
.2
.3
.2
Health and Safety:
.1
1.4
Contractor: minimum of five years proven satisfactory experience. Provide list of
last [three] comparable jobs including, job name and location, specifying authority,
and project manager.
Journeymen: qualified journeymen who have "Tradesman Qualification Certificate
of Proficiency" engaged in painting work.
Apprentices: working under direct supervision of qualified trades person in
accordance with trade regulations.
Do construction occupational health and safety in accordance with Section
01 35 29 - Health and Safety Requirements.
ACTION AND INFORMATIONAL SUBMITTALS
.1
Submittals in accordance with Section 01 33 00 - Submittal Procedures.
FILE 1177
AUGUST 2016
.2
PAINTING
Product Data:
.1
.2
.3
.3
Submit product data and instructions for each paint and coating product to be
used.
Submit product data for the use and application of paint thinner.
Submit two copies of Workplace Hazardous Materials Information System
(WHMIS) Material Safety Data Sheets (MSDS.
Samples:
.1
.2
.3
.4
.5
.6
1.5
SECTION 09 90 00
PAGE 2 OF 10
Submit full range colour sample chips to indicate where colour availability is
restricted.
Submit 200 x 300 mm sample panels of each paint, stain or clear coating with
specified paint or coating in colours, gloss/sheen and textures required to MPI
Architectural Painting Specification Manual standards.
Retain reviewed samples on-site to demonstrate acceptable standard of quality for
appropriate on-site surface.
Certificates: submit certificates signed by manufacturer certifying that materials
comply with specified performance characteristics and physical properties.
Manufacturer's Instructions:
.1
Submit manufacturer's installation and application instructions.
Closeout Submittals: submit maintenance data for incorporation into manual
specified in Section 01 77 00 - Closeout Submittals include following:
.1
Product name, type and use.
.2
Manufacturer's product number.
.3
Colour numbers.
.4
MPI Environmentally Friendly classification system rating.
DELIVERY, STORAGE AND HANDLING
.1
Packing, Shipping, Handling and Unloading:
.1
Pack, ship, handle and unload materials in accordance with Section 01 61 00 Common Product Requirements and manufacturer's written instructions.
.2
Acceptance at Site:
.1
Identify products and materials with labels indicating:
.1
Manufacturer's name and address.
.2
Type of paint or coating.
.3
Compliance with applicable standard.
.4
Colour number in accordance with established colour schedule.
.3
Remove damaged, opened and rejected materials from site.
.4
Storage and Protection:
.1
.2
.3
Provide and maintain dry, temperature controlled, secure storage.
Store materials and supplies away from heat generating devices.
Store materials and equipment in well ventilated area with temperature
range 7 degrees C to 30 degrees C.
FILE 1177
AUGUST 2016
PAINTING
.5
Store temperature sensitive products above minimum temperature as
recommended by manufacturer.
.6
Keep areas used for storage, cleaning and preparation clean and orderly. After
completion of operations, return areas to clean condition.
.7
Remove paint materials from storage only in quantities required for same day use.
.8
Fire Safety Requirements:
.1
.2
.3
.4
1.6
SECTION 09 90 00
PAGE 3 OF 10
Provide one Type ABC fire extinguisher adjacent to storage area.
Store oily rags, waste products, empty containers and materials subject to
spontaneous combustion in ULC approved, sealed containers and remove
from site on a daily basis.
Handle, store, use and dispose of flammable and combustible materials in
accordance with National Fire Code of Canada requirements.
Where paint recycling is available, collect waste paint by type and provide for
delivery to recycling or collection facility.
SITE CONDITIONS
.1
Heating, Ventilation and Lighting:
.1
.2
.3
.4
.5
.2
Ventilate enclosed spaces in accordance with Section 01 51 00 .
Provide heating facilities to maintain ambient air and substrate temperatures above
10 degrees C for 24 hours before, during and after paint application until paint has
cured sufficiently.
Provide continuous ventilation for seven days after completion of application of
paint.
Provide temporary ventilating and heating equipment where permanent facilities
are not available or supplemental ventilating and heating equipment if ventilation
and heating from existing system is inadequate to meet minimum requirements.
Provide minimum lighting level of 323 Lux on surfaces to be painted.
Temperature, Humidity and Substrate Moisture Content Levels:
.1
.2
Perform no painting when:
.1
Ambient air and substrate temperatures are below 10 degrees C.
.2
Substrate temperature is above 32 degrees C unless paint is specifically
formulated for application at high temperatures.
.3
Substrate and ambient air temperatures are not expected to fall within MPI
or paint manufacturer's prescribed limits.
.4
The relative humidity is under 85% or when the dew point is more than 3
degrees C variance between the air/surface temperature. Paint should not
be applied if the dew point is less than 3 degrees C below the ambient or
surface temperature. Use sling psychrometer to establish the relative
humidity before beginning paint work.
.5
Rain or snow are forecast to occur before paint has thoroughly cured or
when it is foggy, misty, raining or snowing at site.
.6
Ensure that conditions are within specified limits during drying or curing
process, until newly applied coating can itself withstand 'normal' adverse
environmental factors.
Perform painting work when maximum moisture content of the substrate is below:
FILE 1177
AUGUST 2016
PAINTING
.1
.2
.3
SECTION 09 90 00
PAGE 4 OF 10
Allow new concrete and masonry to cure minimum of 28 days.
15% for wood.
12% for plaster and gypsum board.
.3
Test for moisture using calibrated electronic Moisture Meter. Test
concrete floors for moisture using "cover patch test".
.4
Test concrete, masonry and plaster surfaces for alkalinity as required.
.3
Surface and Environmental Conditions:
.1 Apply paint finish in areas where dust is no longer being generated by related
construction operations or when wind or ventilation conditions are such that
airborne particles will not affect quality of finished surface.
.2
Apply paint to adequately prepared surfaces and to surfaces within
moisture limits.
.3
Apply paint when previous coat of paint is dry or adequately cured.
PART 2
2.1
.4
Additional interior application requirements:
.1
Apply paint finishes when temperature at location of installation can be
satisfactorily maintained within manufacturer's recommendations.
Products
MATERIALS
.1
Paint materials listed in the MPI Approved Products List (APL) are acceptable for use on
this project.
.2
Provide paint materials for paint systems from single manufacturer.
.3
Conform to latest MPI requirements for interior painting work including preparation and
priming.
.4
Materials (primers, paints, coatings, varnishes, stains, lacquers, fillers, thinners, solvents,
etc.) in accordance with MPI Architectural Painting Specification Manual "Approved
Product" listing.
.5
Linseed oil, shellac, and turpentine: highest quality product from approved manufacturer
listed in MPI Architectural Painting Specification Manual, compatible with other coating
materials as required.
.6
Paints, coatings, adhesives, solvents, cleaners, lubricants, and other fluids:
.1
.2
.3
.4
.5
.7
Water-based.
non-flammable.
Manufactured without compounds which contribute to ozone depletion in the
upper atmosphere.
Manufactured without compounds which contribute to smog in the lower
atmosphere.
Do not contain methylene chloride, chlorinated hydrocarbons, toxic metal
pigments.
Formulate and manufacture water-borne surface coatings with no aromatic solvents,
formaldehyde, halogenated solvents, mercury, lead, cadmium, hexavalent chromium or
their compounds.
FILE 1177
AUGUST 2016
PAINTING
SECTION 09 90 00
PAGE 5 OF 10
.8
Flash point: 61.0 degrees C or greater for water-borne surface coatings and recycled
water-borne surface coatings.
.9
Ensure manufacture and process of both water-borne surface coatings and recycled
water-borne surface coatings does not release:
.1
.2
2.2
Matter in undiluted production plant effluent generating 'Biochemical Oxygen
Demand' (BOD) in excess of 15 mg/L to natural watercourse or sewage treatment
facility lacking secondary treatment.
Total Suspended Solids (TSS) in undiluted production plant effluent in excess of
15 mg/L to natural watercourse or a sewage treatment facility lacking secondary
treatment.
COLOURS
.1
Consultant will provide Colour Schedule after award of contract.
.2
Colour schedule will be based upon selection of five base colours and three accent
colours. No more than eight colours will be selected for entire project and no more than
three colours will be selected in each area.
.3
Selection of colours from manufacturers full range of colours.
.4
Where specific products are available in restricted range of colours, selection based on
limited range.
.5
Second coat in three coat system to be tinted slightly lighter colour than top coat to show
visible difference between coats.
2.3
MIXING AND TINTING
.1
Perform colour tinting operations prior to delivery of paint to site.
.2
Mix paste, powder or catalyzed paint mixes inaccordance with manufacturer's written
instructions.
.3
Use and add thinner in accordance with paint manufacturer's recommendations. Do not
use kerosene or similar organic solvents to thin water-based paints.
.4
Thin paint for spraying in accordance with paint manufacturer's instructions.
.5
Re-mix paint in containers prior to and during application to ensure break-up of lumps,
complete dispersion of settled pigment, and colour and gloss uniformity.
2.4
GLOSS/SHEEN RATINGS
.1
Paint gloss is defined as sheen rating of applied paint, in accordance with following
values:
Gloss Level 1 - Matte Finish (flat)
Gloss Level 2 - Velvet-Like
Finish
Gloss Level 3 - Eggshell Finish
Gloss Level 4 - Satin-Like Finish
Gloss Level 5 - Traditional SemiGloss Finish
Gloss Level 6 - Traditional Gloss
Gloss Level 7 - High Gloss
Gloss @ 60 degrees
Max. 5
Max.10
Sheen @ 85 degrees
Max. 10
10 to 35
10 to 25
20 to 35
35 to 70
10 to 35
min. 35
70 to 85
More than 85
FILE 1177
AUGUST 2016
PAINTING
SECTION 09 90 00
PAGE 6 OF 10
Finish
2.5
INTERIOR PAINTING SYSTEMS
.1
Concrete masonry units: smooth and split face block and brick:
.1
.2
Structural steel and metal fabrications: columns, beams, joists:
.1
.3
INT 6.3A - High performance architectural latex Gloss Level 5finish.
INT 6.3C - Semi-transparent stain finish.
INT 6.3E - Polyurethane varnish Gloss Level 6 finish (over stain).
Plaster and gypsum board: gypsum wallboard, drywall, "sheet rock type material", and
textured finishes:
.1
2.6
INT 6.2A - Latex Gloss Level 3 finish (over alkyd primer).
Dressed lumber: including doors, door and window frames, casings, mouldings:
.1
.2
.3
.6
INT 5.3A - Latex Gloss Level 5 finish.
Dimension lumber: columns, beams, exposed joists, underside of decking:
.1
.5
INT 5.1A - Quick dry enamel semi-gloss finish.
Galvanized metal: doors, frames, railings, misc. steel, pipes, overhead decking, and
ducts.
.1
.4
INT 4.2A - Latex Gloss Level 3 finish.
INT 9.2A - Latex Gloss Level 3 finish (over latex sealer).
EXTERIOR PAINTING SYSTEMS
.1
Structural Steel and Metal Fabrications:
.1
.2
Galvanized Metal: not chromate passivated
.1
.3
.1
3.2
EXT 5.3A - Latex Gloss Level 5 finish.
Dimension Lumber: columns, beams, exposed joists, underside of decking, siding,
fencing, etc.
.1
PART 3
3.1
EXT 5.1A - Quick dry enamel Gloss Level 3 finish.
EXT 6.2A - Latex Gloss Level 5 finish (over alkyd primer).
Execution
MANUFACTURER'S INSTRUCTIONS
Compliance: comply with manufacturer's written recommendations or specifications,
including product technical bulletins, handling, storage and installation instructions, and
data sheet.
GENERAL
.1
Perform preparation and operations for interior painting in accordance with MPI
Architectural Painting Specifications Manual except where specified otherwise.
.2
Apply paint materials in accordance with paint manufacturer's written application
instructions.
FILE 1177
AUGUST 2016
3.3
PAINTING
SECTION 09 90 00
PAGE 7 OF 10
EXAMINATION
.1
Investigate existing substrates for problems related to proper and complete preparation of
surfaces to be painted. Report to Consultant damages, defects, unsatisfactory or
unfavourable conditions before proceeding with work.
.2
Conduct moisture testing of surfaces to be painted using properly calibrated electronic
moisture meter, except test concrete floors for moisture using simple "cover patch test".
Do not proceed with work until conditions fall within acceptable range as recommended
by manufacturer.
.3
Maximum moisture content as follows:
.1
.2
.3
.4
3.4
Stucco, plaster and gypsum board: 12%.
Concrete: 12%.
Clay and Concrete Block/Brick: 12%.
Wood: 15%.
PREPARATION
.1
Protection:
.1
.2
.3
.4
.2
Surface Preparation:
.1
.2
.3
.3
Protect existing building surfaces and adjacent structures from paint spatters,
markings and other damage by suitable non-staining covers or masking. If
damaged, clean and restore surfaces as directed by [Departmental Representative]
[DCC Representative] [Consultant].
Protect items that are permanently attached such as Fire Labels on doors and
frames.
Protect factory finished products and equipment.
Protect [passing pedestrians], [building occupants] [and general public] in and
about the building.
Remove electrical cover plates, light fixtures, surface hardware on doors, bath
accessories and other surface mounted equipment, fittings and fastenings prior to
undertaking painting operations. Identify and store items in secure location and reinstalled after painting is completed.
Move and cover furniture and portable equipment as necessary to carry out
painting operations. Replace as painting operations progress.
Place "WET PAINT" signs in occupied areas as painting operations progress.
Clean and prepare surfaces in accordance with MPI Architectural Painting Specification
Manual requirements. Refer to MPI Manual in regard to specific requirements and as
follows:
.1
.2
.3
.4
Remove dust, dirt, and other surface debris by wiping with dry, clean cloths.
Wash surfaces with a biodegradable detergent [and bleach where applicable] and
clean warm water using a stiff bristle brush to remove dirt, oil and other surface
contaminants.
Rinse scrubbed surfaces with clean water until foreign matter is flushed from
surface.
Allow surfaces to drain completely and allow to dry thoroughly.
FILE 1177
AUGUST 2016
PAINTING
.5
.6
.7
SECTION 09 90 00
PAGE 8 OF 10
Prepare surfaces for water-based painting, water-based cleaners should be used in
place of organic solvents.
Use trigger operated spray nozzles for water hoses.
Many water-based paints cannot be removed with water once dried. Minimize use
of mineral spirits or organic solvents to clean up water-based paints.
.4
Prevent contamination of cleaned surfaces by salts, acids, alkalis, other corrosive
chemicals, grease, oil and solvents before prime coat is applied and between applications
of remaining coats. Apply primer, paint, or pretreatment as soon as possible after
cleaning and before deterioration occurs.
.5
Where possible, prime non-exposed surfaces of new wood surfaces before installation.
Use same primers as specified for exposed surfaces.
.1
.2
.3
Apply vinyl sealer to MPI #36 over knots, pitch, sap and resinous areas.
Apply wood filler to nail holes and cracks.
Tint filler to match stains for stained woodwork.
.6
Sand and dust between coats as required to provide adequate adhesion for next coat and
to remove defects visible from a distance up to 1000 mm.
.7
Clean metal surfaces to be painted by removing rust, loose mill scale, welding slag, dirt,
oil, grease and other foreign substances in accordance with MPI requirements. Remove
traces of blast products from surfaces, pockets and corners to be painted by brushing
with clean brushes.
.8
Touch up of shop primers with primer as specified.
.9
Do not apply paint until prepared surfaces have been accepted by Consultant,
3.5
APPLICATION
.1
Method of application to be as approved by Consultant. Apply paint by brush, roller or
sprayer. Conform to manufacturer's application instructions unless specified otherwise.
.2
Brush and Roller Application:
.1
.2
.3
.4
.5
.3
Apply paint in uniform layer using brush and/or roller type suitable for application.
Work paint into cracks, crevices and corners.
Paint surfaces and corners not accessible to brush using spray, daubers and/or
sheepskins. Paint surfaces and corners not accessible to roller using brush,
daubers or sheepskins.
Brush and/or roll out runs and sags, and over-lap marks. Rolled surfaces free of
roller tracking and heavy stipple.
Remove runs, sags and brush marks from finished work and repaint.
Spray application:
.1
.2
.3
Provide and maintain equipment that is suitable for intended purpose, capable of
atomizing paint to be applied, and equipped with suitable pressure regulators and
gauges.
Keep paint ingredients properly mixed in containers during paint application either
by continuous mechanical agitation or by intermittent agitation as frequently as
necessary.
Apply paint in uniform layer, with overlapping at edges of spray pattern. Back roll
first coat application.
FILE 1177
AUGUST 2016
PAINTING
.4
.5
SECTION 09 90 00
PAGE 9 OF 10
Brush out immediately all runs and sags.
Use brushes and rollers to work paint into cracks, crevices and places which are
not adequately painted by spray.
.4
Use dipping, sheepskins or daubers only when no other method is practical in places of
difficult access.
.5
Apply coats of paint continuous film of uniform thickness. Repaint thin spots or bare
areas before next coat of paint is applied.
.6
Allow surfaces to dry and properly cure after cleaning and between subsequent coats for
minimum time period as recommended by manufacturer.
.7
Sand and dust between coats to remove visible defects.
.8
Finish surfaces both above and below sight lines as specified for surrounding surfaces,
including such surfaces as tops of interior cupboards and cabinets and projecting ledges.
.9
Finish inside of cupboards and cabinets as specified for outside surfaces.
.10
Finish closets and alcoves as specified for adjoining rooms.
.11
Finish top, bottom, edges and cutouts of doors after fitting as specified for door surfaces.
3.6
MECHANICAL/ELECTRICAL EQUIPMENT
.1
Paint finished area exposed conduits, piping, hangers, ductwork and other mechanical
and electrical equipment with colour and finish to match adjacent surfaces, except as
indicated.
.2
Boiler room, mechanical and electrical rooms: paint exposed conduits, piping, hangers,
ductwork and other mechanical and electrical equipment.
.3
Other unfinished areas: leave exposed conduits, piping, hangers, ductwork and other
mechanical and electrical equipment in original finish and touch up scratches and marks.
.4
Touch up scratches and marks on factory painted finishes and equipment with paint as
supplied by manufacturer of equipment.
.5
Do not paint over nameplates.
.6
Keep sprinkler heads free of paint.
.7
Paint inside of ductwork where visible behind grilles, registers and diffusers with primer
and one coat of matt black paint.
.8
Paint fire protection piping [red].
.9
Paint disconnect switches for fire alarm system and exit light systems in red enamel.
.10
Paint natural gas piping [yellow].
.11
Paint both sides and edges of backboards for telephone and electrical equipment before
installation. Leave equipment in original finish except for touch-up as required, and paint
conduits, mounting accessories and other unfinished items.
.12
Do not paint interior transformers and substation equipment.
FILE 1177
AUGUST 2016
3.7
PAINTING
SECTION 09 90 00
PAGE 10 OF 10
SITE TOLERANCES
.1
Walls: no defects visible from a distance of 1000 mm at 90 degrees to surface.
.2
Ceilings: no defects visible from floor at 45 degrees to surface when viewed using final
lighting source.
.3
Final coat to exhibit uniformity of colour and uniformity of sheen across full surface area.
3.8
FIELD QUALITY CONTROL
.1
Interior painting and decorating work shall be inspected by a Paint Inspection Agency
(inspector) acceptable to the specifying authority and local Painting Contractor's
Association. Painting contractor shall notify Paint Inspection Agency a minimum of one
week prior to commencement of work and provide a copy of project painting specification,
plans and elevation drawings (including pertinent details) as well as a Finish Schedule.
.2
Interior surfaces requiring painting shall be inspected by Paint Inspection Agency who
shall notify Consultant and General Contractor in writing of defects or problems, prior to
commencing painting work, or after prime coat shows defects in substrate.
.3
Standard of Acceptance:
.1
.2
.3
Walls: no defects visible from a distance of 1000 mm at 90 degrees to surface.
Ceilings: no defects visible from floor at 45 degrees degrees to surface when
viewed using final lighting source.
Final coat to exhibit uniformity of colour and uniformity of sheen across full surface
area.
.4
Advise Consultant when surfaces and applied coating is ready for inspection. Do not
proceed with subsequent coats until previous coat has been approved.
.5
Cooperate with inspection firm and provide access to areas of work.
3.9
RESTORATION
.1
Clean and re-install hardware items removed before undertaken painting operations.
.2
Remove protective coverings and warning signs as soon as practical after operations
cease.
.3
Remove paint splashes on exposed surfaces that were not painted. Remove smears and
spatter immediately as operations progress, using compatible solvent.
.4
Protect freshly completed surfaces from paint droppings and dust to approval of
Consultant. Avoid scuffing newly applied paint.
.5
Restore areas used for storage, cleaning, mixing and handling of paint to clean condition
as approved by Consultant.
END OF SECTION
FILE 1177
AUGUST 2016
METAL TOILET PARTITIONS
SECTION 10 16 00
PAGE 1 OF 4
PART 1 – GENERAL
1.1
RELATED SECTIONS
.1
1.2
Section 10 80 00 Washroom Accessories.
REFERENCES
Canadian General Standards Board (CGSB).
CAN/CGSB-1.81-M90, Air Drying and Baking Alkyd Primer for Vehicles and Equipment.
CAN/CGSB-1.88-92, Gloss Alkyd Enamel Air Drying and Baking.
CAN/CGSB-1.104M-91, Semigloss Alkyd, Air Drying and Baking Enamel.
Canadian Standards Association (CSA International).
CAN/CSA-B651-95(R2012), Barrier-Free Design.
1.3
SUBMITTALS
.1
Product Data
.1
.2
Submit manufacturer's printed product literature, specifications and data sheet in
accordance with Division 1.
Shop Drawings:
.1
Submit shop drawings in accordance with Division 1
.2
Indicate fabrication details, plans, elevations, hardware, and installation details.
.3
Samples: Submit duplicate colour charts for colour selection.
PART 2 – PRODUCTS
2.1 MATERIALS
.1
Sheet steel: commercial quality to ASTM A526M with G90 designation zinc coating.
.2
Minimum base steel thickness:
.1 Panels: 0.8 mm.
.2 Pilasters: 1.0 mm
.3 Reinforcement: 3.0 mm
.4 Headrails: 1 mm thick.
.3
Stainless steel sheet metal: to ASTM A167, Type 304 with BA finish.
FILE 1177
AUGUST 2016
2.2
2.4
SECTION 10 16 00
PAGE 2 OF 4
.4
Headrails: 25 mm x 41 mm x 1.5 mm thick, clear anodized, extruded aluminum, anti grip
design.
.5
Pilaster shoe: 0.8 mm stainless steel.
.6
Attachment: stainless steel tamperproof type screws and bolts.
COMPONENTS
.1
2.3
METAL TOILET PARTITIONS
Wall and connecting brackets: chrome plated non-ferrous extrusion or casting.
FABRICATION
.1
Panels and screens: 25 mm thick, two steel sheets faces pressure bonded to honeycomb
core.
.2
Pilasters: 32 mm thick, constructed same as door.
.3
Provide formed and closed edges for panels and pilasters. Miter and weld corners and
grind smooth.
FINISHES
.1
Clean, degrease and neutralize steel components with phosphate or chromate treatment.
.2
Spray apply primer to CAN/CGSB-1.81, 1 coat.
.3
Spray apply finish enamel to CGSB 1-GP-104Ma, Type 2, semi-gloss, 2 coats and bake
to smooth, hard finish 0.025 mm thick.
.4
Finish: doors and pilaster/panels as selected from manufacturer's standard colours.
PART 3 - EXECUTION
.1
MANUFACTURER'S INSTRUCTIONS'
.1
Compliance: comply with manufacturer's written data, including product technical
bulletins, product catalogue installation instructions, product carton installation
instructions, and data sheets.
FILE 1177
AUGUST 2016
3.2
3.3
METAL TOILET PARTITIONS
SECTION 10 16 00
PAGE 3 OF 4
INSTALLATION
.1
Ensure supplementary anchorage, if required, is in place.
.2
Do work in accordance with CAN/CSA-B651.
ERECTION
.1
Partition erection.
.1
Install partitions secure, plumb and square.
.2
Leave 12 mm space between wall and panel or end pilaster.
.3
Anchor mounting brackets to masonry/concrete surfaces using screws and
shields: to hollow walls using bolts and toggle type anchors.
.4
Attach panel and pilaster to brackets with through type sleeve bolt and nut.
.5
Provide for adjustment of floor-braced pilasters variations with screw jack through
steel saddles made integral with pilaster. Conceal floor fixings with stainless steel
shoes.
.6
Equip doors with hinges, latch set, and each stall with coat hook mounted on
partition door, mounting heights 1000 mm. Adjust and align hardware for easy,
proper function. Set door open position at 30 degrees to front. Install door
bumper.
.7
Equip outswinging doors with door pulls on inside and outside of door in
accordance with CAN/CSA-B651.
.8
Floor supported and overhead braced partition erection.
.9
.1
Attach pilasters to floor with pilaster supports and level, plumb, and
tighten installation with levelling device.
.2
Secure pilaster shoes in position.
.3
Secure headrail to pilaster face with not less than two fasteners per face.
.4
Set tops of doors parallel with overhead brace when doors are in closed
position.
Screens erection:
.1
Provide urinal stall screens consisting of panel, pilaster and headrail as
specified for toilet compartments.
.2
Anchor wall-hung screen panels to walls with 3 panel brackets and wing
brackets complete with floor shoes.
FILE 1177
AUGUST 2016
3.4
3.5
METAL TOILET PARTITIONS
SECTION 10 16 00
PAGE 4 OF 4
ADJUSTING
.1
Adjust doors and locks for optimum, smooth operating condition.
.2
Lubricate hardware and other moving parts.
CLEANING
.1
Perform cleaning after installation to remove construction and accumulated
environmental dirt.
.2
Clean surfaces after installation using manufacturer's recommended cleaning
procedures.
.3
Clean aluminum with damp rag and approved non-abrasive cleaner.
.4
Clean and polish hardware and stainless components.
.5
Upon completion of installation, remove surplus materials, rubbish, tools and equipment
barriers.
END OF SECTION
FILE 1177
AUGUST 2016
WASHROOM ACCESSORIES
SECTION 10 80 00
PAGE 1 OF 3
PART 1 – GENERAL
1.1
RELATED SECTIONS
.1
Section 06 10 00 - Rough Carpentry.
1.2
REFERENCES
.1
ASTM A167-91, Specification for Stainless and Heat-Resisting Chromium-Nickel Steel Plate,
Sheet, and Strip.
.2
ASTM A525M-91b, Specification for General Requirements for Steel sheet, Zinc-Coated
(Galvanized) by the Hot-Dip Process Metric.
.3
ASTM A526M-90, Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip
Process, Commercial Quality.
.4
ASTM B456-91a, Specification for Electrodeposited Coating of Copper Plus Nickel Plus
Chromium and Nickel Plus Chromium.
.5
CAN/CGSB-12.5-M86, Mirrors, Silvered.
.6
CAN/CSA-B651-04, Barrier-Free Design.
1.3
SHOP DRAWINGS
.1
Submit shop drawings or catalogue illustrations in accordance with Section 01001.
.2
Indicate size and description of components, base material, surface finish inside and out,
hardware and locks, attachment devices, description of rough-in-frame, building-in details of
anchors for grab bars.
1.4
MAINTENANCE DATA
.1
Provide maintenance data for toilet and bath accessories for incorporation into manual specified
in Section 01 77 00 – Closeout Procedurees.
1.5
EXTRA MATERIALS
.1
Provide special tools required for accessing, assembly/disassembly or removal for toilet and bath
accessories in accordance with requirements specified in Section 01 77 00 – Closeout
Procedurees.
.2
Deliver special tools to Consultant.
PART 2 – PRODUCTS
2.1
MATERIALS
.1
Sheet steel: commercial quality to ASTM A526M with ZF001 designation zinc coating.
.2
Stainless steel sheet metal: to ASTM A167, Type 304 with BA finish.
FILE 1177
AUGUST 2016
WASHROOM ACCESSORIES
SECTION 10 80 00
PAGE 2 OF 3
.3
Stainless steel tubing: Type 304, commercial grade, seamless welded, 1.2 mm wall thickness.
.4
Fasteners: concealed screws and bolts hot dip galvanized, exposed fasteners to match face of
unit. Expansion shields fibre, lead or rubber as recommended by accessory manufacturer for
component and its intended use.
2.2
ACCESSORIES
.1
Refer to drawings for accessories. Frost products are listed, similar products by Watrous or
Bobrick will be acceptable.
2.3
FABRICATION
.1
Weld and grind joints of fabricated components flush and smooth. Use mechanical fasteners only
where approved.
.2
Wherever possible form exposed surfaces from one sheet of stock, free of joints.
.3
Brake form sheet metal work with 1.5 mm radius bends.
.4
Form surfaces flat without distortion. Maintain flat surfaces without scratches or dents.
.5
Back paint components where contact is made with building finishes to prevent electrolysis.
.6
Hot dip galvanize concealed ferrous metal anchors and fastening devices to CSA G164.
.7
Shop assemble components and package complete with anchors and fittings.
.8
Deliver inserts and rough-in frames to job site at appropriate time for building-in. Provide
templates, details and instructions for building in anchors and inserts.
.9
Provide steel anchor plates and components for installation on studding and building framing.
2.4
FINISHES
.1
Chrome and nickel plating: to ASTM B456, satin or polished finish.
PART 3 - EXECUTION
3.1
INSTALLATION
.1
Install and secure accessories rigidly in place as follows:
.1
Stud walls: install steel back-plate to stud prior to plaster or drywall finish. Provide plate
with threaded studs or plugs.
.2
Hollow masonry units or existing plaster/drywall: use toggle bolts drilled into cell/wall
cavity.
.3
Toilet/shower compartments: use male/female through bolts.
FILE 1177
AUGUST 2016
WASHROOM ACCESSORIES
SECTION 10 80 00
PAGE 3 OF 3
.2
Install grab bars on built-in anchors provided by bar manufacturer.
.3
Use tamper proof screws/bolts for fasteners.
.4
Install mirrors in accordance with Section 08800 - Glazing.
3.3
SCHEDULE
.1
Locate accessories where indicated. Exact locations determined by Consultant.
.2
Refer to Washroom Accessory Schedule located on drawings.
END OF SECTION
FILE 1177
AUGUST 2016
LU/LA ELEVATOR
SECTION 147500
PAGE 1 of 9
PART 1 - GENERAL
1.1 SYSTEM DESCRIPTION
.1
The elevator assembly shall consist of a power unit, car, rail guide system, 1:2 cable
hydraulic lifting device, hoistway doors, car doors, control system, signals and alarms,
electrical wiring, and parts and accessories necessary to provide required performance,
operation, code and safety requirements.
1.2 QUALITY ASSURANCE
.1
The elevator shall meet or exceed the applicable regulations of all governing agencies and
be in compliance with the applicable sections of the most current edition of the following
codes and standards: a) ASME A17.1 “Safety Code for Elevators and Escalators, Limited
Use/Limited Application Elevators”. b) CSA B44-00 "Safety Code for Elevators, Section 5.2
Limited Use/Limited Application Elevators" Note: ASME A17.1 & CSA B44 contain
harmonized requirements.) ICC/ANSI A117.1-1998 “Accessible and Usable Buildings and
Facilities”. d) ANSI/INFPA 70-1999 “The National Electric Code” (NEC). e) ADAAG
“Americans With Disabilities Act Accessibility Guidelines” (where applicable).f) CSA
B44.1/ASME A17.5 “Elevator and Escalator Electrical Equipment“. g) Local codes and
regulations, as applicable.
.2
Requirements of the Regulatory Agencies:
.1
Fabricate and install Work in compliance with all applicable jurisdictional
authorities.
.2
File shop drawings and submissions to local authorities as the information is made
available. Company pre-inspection and jurisdictional authority inspections and
permits are to be made on a timely basis as required. Work will include all
inspections and re-inspections that are required to ensure licenses are issued
Subcontractor Qualifications:
.1
Execute work of this specification only by a contractor/company who has adequate
product and public liability insurance in excess of one million dollars.
.2
Skilled tradesmen must be employees of the contractor to perform the work on a
timely basis. Employees must be trained by the manufacturer and be supervised
by the elevator contractor.
.3
1.3
PREPARATORY WORK BY OTHERS
.1
The following preparatory work to accommodate/receive the elevator is to be done by
others:
.1
Power unit machine room to meet applicable codes and standards.
.2
Permanent power to operate the elevator to be provided to a lockable
fused/cartridge type disconnect switch with auxiliary contact/switch for emergency
battery lowering. Provide 110-volt lighting supply and disconnect. Refer to
architectural drawings for permanent power specifications and location of the
disconnects.
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.3
.4
.5
.6
.7
.8
.9
.10
.11
.12
1.4
SECTION 147500
PAGE 2 of 9
Provide appropriate sleeves for both the electrical conduit and hydraulic line from
the power unit enclosure to the hoistway (as shown on drawings). Trenching may
be required if the machine room is not adjacent to hoistway.
Provide machine room light and light switch, located to comply with applicable
codes and standards
Provide an enclosed, plumb and square hoistway with smooth interior surfaces.
Include for fascias or furring of hoistway interior where applicable.
Suitable lintels over landing entrances are to be provided and provide rough
openings as per elevator contractors’ shop drawings.
Provide substantially level pit floor slab to support loads indicated on the elevator
contractors’ shop drawings.
Provide adequate support for guide rail fastenings.
Provide light, receptacle and switch in the pit, located to comply with applicable
code.
Provide pit water proofing.
Provide finish grouting and masonry around doorframes.
Provide finish painting of landing entrances.
SUBMITTALS
.1
Shop Drawings : The shop drawings shall show a complete layout of the elevator
equipment detailing dimensions, clearances and location of machinery. Including, but not
limited to, the following:
.1
Drawings showing the dimensions including plans, elevations, and sections to
show equipment locations.
.2
Load and reaction drawings shall be provided by the elevator manufacturer and
detailed on drawings.
.2
Project Record Documents
.1
Submit project record documents in accordance with Section 01780 Closeout
Submittals.
.2
.3
Record actual locations of equipment, names of equipment manufacturers and
suppliers, concealed conduit and boxes, concealed devices, disconnects.
Operation and Maintenence Data
.1
Provide operation and maintenance data for incorporation into manual specified in
Section 01780.
.2
Include description of lift operation and control including motor and pump unit, door
operation, signals, emergency power operation, and special or non-standard
features provided.
.3
Provide parts catalogues with complete list of equipment replacement parts with
equipment description and identifying numbers.
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1.6
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.4
Legible schematic of hydraulic piping and wiring diagrams covering electrical
equipment installed, including changes made in final work, with symbols listed
corresponding to identity or markings on both machine room and hoistway
apparatus.
.5
Lubrication chart.
.6
Planned maintenance tasks and their frequencies.
MAINTENANCE SERVICE
.1
Furnish complete service and maintenance of lift system components during 12 month
warranty period.
.2
Comply with Section 12 of CSA B44 on Maintenance of Elevators, and any other local
authority rulings and requirements.
.3
Provide bound log book on site as directed by Engineer, designed to contain necessary
information required by local authority.
.4
Systematically; quarterly examine, clean, adjust, and lubricate equipment as per planned
maintenance tasks and frequencies.
.5
Maintain hydraulic fluid levels, repair or replace parts whenever required due to defect and
normal wear and tear.
.6
Use only genuine parts produced by manufacturer of specific equipment.
.7
Provide emergency call back service during working hours for this maintenance period at
no additional cost.
.9
Maintain an adequate stock of parts for replacement or emergency purposes and have
qualified installation personnel available to ensure fulfillment of this maintenance service
without unreasonable loss of time.
.10
Perform maintenance work using competent personnel, under supervision and in direct
employ of lift manufacturer.
.11
Maintenance service shall not be assigned or transferred to any agent or subcontractor
without prior written consent of Owner.
INSTRUCTION AND TRAINING .1
Two weeks prior to Substantial Performance, the
contractor shall instruct the owner in the proper use, operation and maintenance requirements of
the elevator. Instructions to also include emergency procedures and safety rules and precautions.
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SECTION 147500
PAGE 4 of 9
PART 2 - PRODUCTS
2.1
ACCEPTABLE MANUFACTURER/ PRODUCT
.1
Concorde (Savaria) LU/LA Orion Model 5454 (1R)
.2
approved alternate
2.2
DESCRIPTION OF COMPONENTS:
.1
Rated Load: 1,400 lbs. (635 kg.)
.2
Rated Speed: 30 fpm (0.15 m/s)
.3
Car Dimensions: 48” W x 54” L Depth (1220 mm x 1372 mm)
.4
Operation: Single Automatic Push Button
.5
Power Supply: 208-Volt, 3 Phase, 30Amp.
.6
Travel Distance: Refer to Drawings
.7
Levels Served: 2
.8
Number of Openings:
2
.9
Lighting Supply: 110-Volt, Single Phase, 60 cycle, 15 amps
.10
Door Opening: 36” x 6’ 8” (890 x 2030 mm) Nominal
.11
Jack Type: 1:2 cable hydraulic
.12
Pump Type: Screw Pump with Variable Speed Valve
.13
Hoistway Door/Cab Door:2-Speed Horizontal Sliding Hoistway Door with
2-Speed Horizontal Sliding Cab Door
.14
Car Controller Type: Tape Head reader
.15
Leveling Device Type: Tapehead reader
2.3
SIGNAGE:
.1
The elevator shall have all necessary signs, capacity plates, and data signs as per
the local and national Codes and Standards.
.2
A capacity plate indicating the rated load in pounds and kilograms and operating
instructions shall be furnished by the manufacturer and fastened in a prominent
place at each landing and in the cab. The capacity plate and operating instructions
will be engraved on non-glare, micro-surface, white letters on a blue background,
self-adhesive, flexible plastic material. The letters and figures stating the capacity
shall not be less than 1/4” in height.
2.4
FULLY AUTOMATIC OPERATION: The operation shall be single automatic push button.
Each landing shall be equipped with a single light up button/digital floor indicator and
audible arrival chime. Upon momentary pressure of the landing or car button, the call shall
register in the control system and remain in memory until answered.
2.5
CAR ENCLOSURE
.1
WALLS: Fire rated laminated panels from Federal ’s Standard Plastic
laminate selection.
.2
CEILINGS: Non-removable Hi Gloss Architectural white painted baked enamel
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steel ceiling with 4 incandescent down lights
.3
FLOOR: Steel frame and flooring with plywood sheeting. Finish Flooring by
Division 9.
.4
HANDRAIL: One (1) stainless steel handrail shall be located on control wall of the
cab.
EMERGENCY OPERATION The car will be equipped with a battery powered emergency
lowering and door opening device and alarm which is automatically actuated in the event of
failure of the normal building power supply. Battery will be rechargeable with an automatic
recharging system.
2.7
EMERGENCY LIGHTING In the event of a main power supply failure, an integral, battery
powered emergency light will provide cab lighting.
2.8
TACTILE PLATES: Provide metal tactile plates 1 1/4” X 1 1/4” on the cab control panel
beside the appropriate button indicating the floor number and/or function. Also provide
metal tactile plates 3” X 4” at each floor located on the doorjamb indicating the appropriate
floor number.
2.9
CAR OPERATING PANEL Car operating panel shall be hinged and shall consist of metal
push button with halo lighting for each landing, emergency alarm, keyed stop switch, door
open and close buttons all mounted on (#4 finished). Stainless steel panel. The
car-operating panel will be engraved with Fireman Service instructions.
2.10
CAR TRAVEL LANTERNS Provide a visual indicator to indicate the direction of travel of
the car and audio signal upon floor arrival.
2.11
DIGITAL FLOOR INDICATOR A digital floor indicator located in the control panel will
display the location (floor number) of the elevator in the shaft as well as the direction of
travel.
2.12
CAR LIGHTING The car lighting shall consist of four- (4) low voltage incandescent down
lights. The failure of one lamp shall not cause the remaining lamps to extinguish.
2.13
AUTOMATIC LIGHTS Overhead lights in the car compartment shall turn ON automatically
when the elevator door is opened and stay ON while the elevator is in use. The elevator
lights will shut OFF by a timer when the elevator is not in use.
2.14
PLATFORM TOE GUARD A platform toe guard shall be provided at each car entrance
opening to extend below car entrance opening for safety.
2.15
LEVELING DEVICE
.1
The elevator shall be provided with a 2 way-leveling device, which will maintain
the car within 1/2” (13 mm) of the landing, by tapehead reader sensor.
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.3
SECTION 147500
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Leveling device switches shall be located in a position to be inaccessible to
unauthorized persons.
Hoistway car position signals shall be magnetically sensed for quiet operation.
2.16
TWO SPEED HORIZONTAL SLIDING HOISTWAY DOOR/CAB GATE
.1
Cab Door Operation
.1
Power operated, two speed horizontal sliding, zinc wipe coated, steel
panels providing a clear opening of 36” x 80” (914 mm x 2032mm) shall be
provided.
.2
Doors on the car and at the hoistway entrances shall be power operated
by means of a solid-state 24 volt D.C. operator with smooth quiet belt drive
transmission, operable during power failure.
.3
Door operation shall be automatic at each landing with door opening being
initiated as the car arrives at the landing and closing taking place after
expiration of an adjustable time interval.
.4
All control adjustments shall be potentiometer regulated.
.5
The door shall be equipped with an infrared self-contained light curtain
that will stop and reverse the doors should it detect an obstacle.
.6
The car doors shall be equipped with a master door clutch to control the
individual landing door electrical-mechanical interlocks.
.7
The car door electric contact shall prevent the elevator from moving away
from the landing unless the car door is in the closed position and the
controller will monitor the door contacts and register a fault if any have
been bypassed
.8
The car doorsill shall be extruded aluminum.
.2
Hoistway Doors
.1
Two speed horizontal sliding, zinc wipe coated, steel panels providing a
clear opening of 36” (914 mm) x 80” (2032 mm) shall be provided at each
landing.
.2
Frames shall be of bolted construction for a one-piece unit assembly
comprised of head and side jamb sections.
.3
The door assembly shall be 1 1/2 UL/ULC labeled and provided with
approved electrical mechanical interlocks.
.4
The landing doorsill shall be extruded aluminum with non-slip wearing
surfaces and grooves for door guides.
2.17
HYDRAULIC POWER UNIT
.1
The pump and motor shall be the submersible type installed inside the oil tank.
.2
The controller shall be integrally mounted on the power unit frame.
.3
Control circuitry to be Programmable Logic Controls and be located on the pump
unit.
.4
The power unit control valve shall be a variable speed proportional valve type that
includes all hydraulic control valving inherently.
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PAGE 7 of 9
This valve shall incorporate the following features:
.1
Up and down acceleration and deceleration speed adjustment for a
smooth starts and stops.
.2
Smooth stops at each landing shall be an inherent feature of the valve.
.3
Adjustable pressure relief valve.
.4
Manually operating DOWN valve to lower elevator in an emergency.
.5
Pressure gauge indicating in P.S.I. and Bars.
.6
Gate valve to isolate cylinder from pump unit.
.7
Negative pressure switch: In addition to the standard operating features of
the hydraulic control valve, there shall be a pressure sensitive check valve
that will activate when negative pressure is sensed in the hydraulic system.
The check valve will close and stop the hydraulic jack from descending
immediately on sensing negative pressure.
CYLINDER AND PLUNGER
.1
.2
The cylinder shall be constructed of steel pipe of a sufficient thickness and
suitable safety margin. The top of the cylinder shall be equipped with a cylinder
head with an internal guide ring and self-adjusting packing.
The plunger shall be constructed of a steel shaft of a proper diameter machined
true and smooth. The plunger shall be provided with a stop electrically welded to
the bottom to prevent the plunger from leaving the cylinder.
2.19
CABLE: Minimum of two 3/8” (10 mm).
2.20
SAFETY DEVICE A “slack/broken cable” safety device shall be supplied, which will stop
and sustain the elevator and its rated load, if either of the hoisting cables becomes slack or
breaks. The safety device shall be resettable by the operation of the elevator in the upward
direction. A switch shall be mounted in such a position to sense the operation of the safety
device, and will open the safety circuit to the controller to prevent operation of the elevator
in either direction.
2.21
GUIDE YOKE The 1:2 guide yoke/sheave arrangement shall be supplied with a sheave,
guide shoes, roller bearings and adjustable cable guards. The sheave shall be finished
with rounded grooves to fit the cables.
2.22
NORMAL TERMINAL STOPPING DEVICES Normal terminal stopping devices shall be
magnetically sensed at the top and bottom of runway to stop the car automatically.
2.23
GUIDE RAILS AND BRACKETS
.1
Steel 8lb/ft“T” guide rails and brackets shall be securely fastened to the building
structure.
.2
Brackets shall securely hold the guides in a plumb and true position regardless of
car loading.
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SECTION 147500
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Guides shall be bolted through the hoistway enclosure with “back-up” plates,
washers and nuts. Subject to architects’ alterations and approvals.
2.24
CAR SLING
.1
Car sling shall be fabricated from steel members with adequate bracing to support
the platform and cab.
.2
The buffers to be mounted on pit Steel must stop the elevator before the plunger
reaches its down limit of travel.
.3
Guide shoes to be solid slipper type with polyurethane inserts.
2.25
CAR TOP INSPECTION STATION: Provide a car top inspection station consisting of a
stop button and constant pressure Up and DOWN button. The car top control will override
all other controls. Also provide a 110-volt GFI outlet socket and light.
2.26
WIRING All wiring and electrical connections shall comply with applicable Codes,
insulated wiring shall have flame retardant and moisture proof outer covering and shall be
run in a conduit or electrical wireways. Traveling cables shall be flexible and suitably
suspended to relieve strain.
PART 3 - EXECUTION
3.1
EXAMINATION
.1
3.2
PREPARATION
.1
3.3
3.5
.1
Pre-inspect the construction and service requirements of work completed by
others. Advise Consultant of unacceptable conditions.
INSTALLATION
.1
3.4
All site dimensions shall be taken to ensure that tolerances and clearances have
been maintained and meet local regulations.
Install vertical platform lift in accordance with manufacturer's instructions and to
applicable codes.
TOLERANCES
.1
Lift movement on guide rails: smooth movement, with no perceptible lateral or
oscillating movement or vibration.
.2
Guide rail alignment: plumb and parallel to each other.
FIELD QUALITY CONTROL
Perform and meet inspection tests in accordance with CAN/CSA B355 and as required by
jurisdictional authorities.
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.2
Supply instruments and execute specific tests.
.3
Furnish test and approval certificates issued by jurisdictional authorities.
.4
Test stop ring and hydraulic system by operating lift with rated load in up direction against
stop ring at rated load.
.5
Provide two weeks written notice to Engineer of date and time of tests.
3.6
CLEANING
.1
Remove protective coverings from finished surfaces and components.
.2
Clean surfaces and components ready for inspection.
.3
Touch up and restore to new condition, damaged or defaced factory finished surfaces.
3.7
ADJUSTMENTS
.1
Adjust floor levelling feature at each floor.
.2
Design and adjust equipment to achieve smooth acceleration and deceleration of lift
without perceptible steps so adjusted as not to cause passenger discomfort.
END OF SECTION
FILE 1177
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EXCAVATING, BACKFILLING, TRENCHING
AND ROUGH GRADING
SECTION 31 23 33
PAGE 1 of 5
PART 1 – GENERAL
1.1
RELATED WORK
.1
Testing Allowance: Section 01 21 00
1.2
SHORING, BRACING AND UNDERPINNING
.1
If required to provide safe working conditions and to prevent cave-ins and loose soil from falling into
excavations, protect excavations by shoring, bracing, sheet piling, underpinning or other suitable
methods.
.2
Underpin adjacent structures which may be affected by excavation work, including existing building,
service utilities and pipe chases or cuts.
.3
For trenches deeper than 2M, use trench box system in accordance with Occupational Health and
Safety Act.
1.3
UTILITY LINES
.1
Prior to commencing excavation:
.1 Contact all affected utility companies regarding exact location and current status of all utilities,
voltage of underground and overhead power lines and pressure of natural gas lines.
.2 Notify Consultant if any utility lines have been omitted from or incorrectly indicated on Drawings.
.3 Identify know underground utilities. Stake and flag locations. Identify and flag surface and aerial
utilities.
.4 Notity utility company to remove utility lines.
.2
Expose building connections, service connections and utilities to be crossed to confirm horizontal
and vertical alignment of existing utilities.
.3
Expose existing utility lines by hand excavation to confirm location before machine digging within 60
mm of lines.
.4
Maintain and protect existing above and below grade utilities which pass through work area. Protect
active utility lines exposed by excavation, from damage. Hand excavate to final elevations and
dimensions.
.5
Where existing pipes, ducts or other underground services intersect a trench, support trench in a
manner approved by Utility.
.6
Where existing overhead line poles are adjacent to excavations, temporarily support poles in a
manner approved by Utility.
.7
Record location of maintained, rerouted and abandoned underground utility lines.
.8
Make good and pay for damage to existing utility lines designated to remain, resulting from work.
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PAGE 2 of 5
1.4
PROTECTION OF EXISTING FEATURES
.1
Protect existing fencing, trees, natural features, bench marks, surface or underground utility lines
which are to remain. If damaged, restore to original condition unless specified otherwise.
.2
Maintain access roads to prevent accumulation of mud on roads.
1.5
PROTECTION OF EXCAVATION
.1
Protect bottoms of excavations from softening. Should softening occur, remove softened material
and replace with footing concrete.
.2
Protect bottoms of excavations from freezing.
.3
Provide adequate protection around bench markers, layout markers and survey markers.
.4
Provide protection to ensure no damage to existing facilities and equipment situated on site.
.5
Effect approved measures to minimize dust as a result of this work.
.6
Do not stockpile excavated material to interfere with site operation or drainage.
.7
Restrict construction traffic to temporary haulroads.
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Granular "A": to O.P.S.S. Form 1010.
.2
Granular "B" Type I: to O.P.S.S. Form 1010.
.3
Earth Fill: selected material from other sources approved by Consultant for use intended, not to
contain organic matter, frozen lumps, weeds, sod, roots, logs, stumps or any other unsuitable
material.
.4
Refer to drawings for other materials.
PART 3 – EXECUTION
3.1
SITE PREPARATION
.1
Remove obstructions, ice and snow, from surfaces to be excavated within limits indicated.
.2
Commence removal of existing pavement as indicated on drawings and in soil reports.
.3
Strip subsoil to depths as indicated. Avoid mixing topsoil with subsoil.
.4
Dispose of subsoil in approved disposal area off site.
3.2
DEWATERING AND HEAVE PREVENTION
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PAGE 3 of 5
.1
Keep excavations free of water while work is in progress.
.2
Avoid excavation below groundwater table if quick condition or heave is likely to occur. Prevent
piping or bottom heave of excavations by groundwater lowering, sheet pile cut-offs, or other means.
.3
Protect open excavations against flooding and damage due to surface run-off.
.4
Dispose of water in a manner not detrimental to public and private property, or any portion of work
completed or under construction.
3.3
EXCAVATION
.1
Excavate to lines, grades, elevations and dimensions as indicated within a tolerance of plus or minus
50 mm, and extending a sufficient distance from footings and foundation walls to permit placing and
removal of concrete formwork, installation of services, other required construction, and for inspecton..
.2
Remove concrete, masonry, paving, walks, demolished foundations and rubble and other
obstructions encountered during excavation.
.3
Excavation must not interfere with normal 45 splay of bearing from bottom of any footing.
.4
Do not disturb soil within branch spread of trees or shrubs that are to remain. If excavating through
roots, excavate by hand and cut roots with sharp axe or saw.
.5
For trench excavation, unless otherwise authorized by Consultant in writing, do not excavate more
than 30 m of trench in advance of installation operations and do not leave open more than 15 m at
end of day's operation.
.6
Stockpile excavated topsoil, acceptable and required for use under this Contract, on site until
required. Remove surplus at completion of work.
.7
Stockpile native excavated material, other than topsoil, acceptable as required for use as fill material
under this Contract, on site until required. Remove surplus at completion of work. Use native soil for
backfill if its moisture content is within 2% of its optimum moisture content. Protect stockpiles from
rain and employ other remedial measures to bring native soil to optimum moisture content.
.8
Do not obstruct flow of surface drainage or natural watercourses.
.9
Earth bottoms of excavations to be undisturbed soil, level, free from loose, soft or organic matter.
.10
Notify Consultant when bottom of excavation is reached and obtain Consultant's approval of
completed excavation.
.11
Remove unsuitable material from trench bottom to extent and depth as directed by Consultant.
.12
Where required due to unauthorized over- excavation, correct as follows:
.1
Fill under bearing surfaces and footings with concrete specified for footings.
.2
Fill under other areas with Granular "B", type II compacted to minimum of 95% S.P.m.d.d.
.13
Hand trim, make firm and remove loose material and debris from excavations. Where material at
bottom of excavation is disturbed, compact foundation soil to density at least equal to undisturbed
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PAGE 4 of 5
soil. Clean out rock seams and fill with concrete mortar or grout to approval of Consultant.
.14
Where material encountered during excavation is identified as being contaminated, notify Consultant
for removal under a separate contract.
3.4 PROOF ROLLING
.1
Proof roll areas to be occupied by the building, sidewalks and asphalt paving.
.2
For proof rolling, use non vibratory steel wheel roller.
.3
Consultant may authorize use of other acceptable proof rolling equipment.
.4
Proof roll at level in sub base as indicated.
.5
Make sufficient passes with proof roller to subject every point on surface to three separate passes of
loaded tire.
.6
Where proof rolling reveals areas of defective subgrade:
.1
Remove sub-base and subgrade material to depth and extent as directed by Consultant.
.2
Backfill excavated subgrade with approved granular material and compact in accordance
with drawings.
.3
Replace sub-base material and compact.
.7
Where proof rolling reveals areas of defective sub-base, remove and replace in accordance with this
section at not extra cost.
3.5
MAINTENANCE
.1
Maintain finished base in condition conforming to this section until accepted by Consultant.
3.7
BACKFILLING AND FILLING SCHEDULE
.1
Refer to drawings for backfilling and filling schedule.
3.8 BEDDING AND SURROUND OF UNDERGROUND SERVICES
.1
Place and compact granular material for bedding and surround of underground services as indicated
on drawings and by Division 15.
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3.9
BACKFILLING
.1
Do not proceed with backfilling operations until Consultant has inspected and approved installations.
.2
Areas to be backfilled to be free from debris, snow, ice, water and frozen ground.
.3
Do not use backfill material which is frozen or contains ice, snow or debris.
.4
Place backfill material in uniform layers not exceeding 150 mm compacted thickness up to grades
indicated. Compact each layer before placing succeeding layer.
.5
Ensure that adequate permanent or temporary horizontal bracing is in place prior to backfilling
against walls.
.6
Take care to prevent damage to, or displacement of, waterproofing, insulation, weeping tile
installation, pipe, conduit and other work.
3.10
GRADING
.1
Rough grade to levels, profiles, and contours allowing for surface treatment as indicated.
3.11 TESTING
.1
All inspection and testing shall be paid for from the CADA Allowance specified in Section 012100,
Allowances. In cases where the completed work does not meet specified requirements, the
contractor shall assume full costs for the original test as well as remedial action and retesting.
.2
Soil Consultant shall examine exposed excavations prior to backfilling.
.3
Arrange for density tests on backfill under concrete slabs, asphalt and concrete paving. Do not
proceed on fill until Consultant has given his approval.
.4
Arrange for full time inspection by Soil Consultant.
.5
Frequency of Tests:
.1
Excavated surfaces: when undisturbed excavated surface is being prepared, make a series
of three tests of surface.
.2
Fills under floor or other slabs on grade: Make two tests for every two lifts of compacted fill.
END OF SECTION
FILE 1177
NOVEMBER 2015
SEEDING, SODDING AND
FINE GRADING
SECTION 32 92 15
PAGE 1 OF 4
PART 1 - GENERAL
1.1
RELATED WORK
.1
Rough grading:
1.2
DELIVERY AND STORAGE
.1
Deliver grass seed in original containers showing:
SECTION 31 91 19
.1 Analysis of seed mixture.
.2 Percentage of pure seed.
.3 Year of production.
.4 Net weight.
.5 Date when tagged and location.
.2
Sod Delivery and Storage:
.1
Schedule deliveries in order to keep storage at jobsite without causing delays.
.2
Deliver, unload and store sod on pallets.
.3
Deliver sod to site within 24 hours of being lifted and lay sod within 36 hours of
being lifted.
.4
Do not deliver small, irregular or broken pieces of sod.
.5
During wet weather, allow sod to dry sufficiently to prevent tearing during lifting and
handling.
.6
During dry weather, protect sod from drying and water sod as required to ensure its
vitality and prevent dropping of sod in handling. Dry sod will be rejected.
1.3
SOURCE QUALITY CONTROL
.1
Obtain approval of sod at source.
.2
When proposed source of sod is approved, use no other source without written
authorization.
FILE 1177
NOVEMBER 2015
SEEDING, SODDING AND
FINE GRADING
SECTION 32 92 15
PAGE 2 OF 4
PART 2 - PRODUCTS
2.1 MATERIALS
.1
Grass seed: to Federal and Provincial seed laws and having mimimum germination of
75% and minimum purity of 97% and as follows:
.1
General usage: 60% Kentucky Bluegrass, 30% Creeping Red Fescue 10%
Perennial Ryegrass. Seed at a rate of 1.5 kg per 100 m2.
.2
Sod: Number 1 Kentucky Blue Grass fescue sod; sod grown from min. 40% Kentucky Blue
Grass 30% Creeping Red fescue of Nursery Sod Quality and Source to comply with
standards outlined in Guide Spec. for Nursery Stock, Section 17, 1978 edition, published by
Canadian Nursery Trades Association.
.3
Water: potable.
.4
Fertilizer: Complete synthetic slow release fertilizer with maximum 35% water soluble
nitrogen. Delivery to site in standard size bags, showing weight, analysis and name of
manufacturer.
.5
Topsoil: existing topsoil may be used. If quantities of existing topsoil are not sufficient,
provide imported topsoil as follows:
.1
Imported Topsoil: friable, neither heavy clay or of very light sandy nature,
containing a minimum of 4% organic matter for clay loams and 2% for sandy loams
to a maximum of 20% volume. Free from subsoil, roots, grass, weeds, toxic
materials, stones, foreign objects and with an acidity range, PH of 5.5 to 7.5.
Topsoil containing crabgrass, couphgrass or noxious weeds is not acceptable.
PART 3 – EXECUTION
3.1
WORKMANSHIP
.1
Keep site well drained. Keep landscape excavations dry.
.2
Clean up immediately soil or debris spilled onto pavement and dispose of deleterious
materials.
3.2
PREPARATION
.1
Fine grade subgrade to eliminate uneven areas, low spots and ensure positive drainage.
Remove debris, roots, branches, stones in excess of 50 mm diameter and deleterious
materials. Obtain review prior to placing topsoil.
3.3
TOPSOIL
.1
Spread topsoil evenly over area to be seeded to minimum thickness of 100 mm.
3.4
.1
FINISH GRADING
Fine grade entire topsoil to finished grades shown on drawings. Eliminate uneven areas
and low spots. Ensure positive drainage and provide a uniform, smooth finish.
FILE 1177
NOVEMBER 2015
SEEDING, SODDING AND
FINE GRADING
SECTION 32 92 15
PAGE 3 OF 4
.2
Roll topsoil with 50 kg roller, minimum 900 mm wide to compact and retain surface.
3.5
SEEDING
.1
Seed lawns during early spring or after 15th of August to within four weeks of freeze-up.
.2
Sow during calm weather (winds less than 10 kph) using equipment suitable for area
involved to the approval of the Consultant. Sow half of required amount of seed in one
direction and follow by sowing angles. Incorporate seed into soil to a minimum depth of
1/4" simultaneously or within one half hour after Seeding operation. Mix carefully with
light chain harrow or wire rakes and roll or immediately afterward with light turf roller.
.3
Water seeded areas with fine spray to avoid seed washout. Water to ensure penetration of
minimum 50 mm.
.4
Provide adequate protection of seeded areas against damage. Remove this protection
after lawn areas have been accepted by Consultant.
.5
In the case of dormant Seeding (late fall) sufficiently protect seeded areas from
pedestrian and vehicular damage.
.6
Reseed at two week intervals where germination has failed.
3.6
SODDING
.1
Obtain approval of topsoil grade and depth, from Landscape Consultant before starting
sodding.
.2
Lay sod during growing season. Sodding during dry summer period, at freezing
temperatures or over frozen ground is not acceptable.
.3
Lay sod in rows, smooth and even with adjoining areas, and with joints staggered. Butt
sections closely without overlapping or leaving gaps between sections. Cut out irregular or
thin sections with a sharp knife.
.4
Provide close contact between sod and soil by means of light rolling. Heavy rolling to
correct irregularities is not permitted.
.5
Water immediately after sod laying to obtain moisture penetration through sod into top 100
mm of topsoil.
.6
Provide adequate protection of sodded areas against erosion and mechanical damage.
Remove protection after lawn areas have been accepted.
3.7
MAINTENANCE
.1
Keep soil moist during germination period and water lawns frequently during remaining
maintenance period.
.2
Apply water in sufficient quantities to ensure moisture penetration of 3" to 4". Control
sprinkling to prevent wash-outs.
FILE 1177
NOVEMBER 2015
SEEDING, SODDING AND
FINE GRADING
SECTION 32 92 15
PAGE 4 OF 4
.3
Cut grass first time when it reaches height of 2 1/2" and cut thereafter frequently enough
to maintain height of 1 1/2" top 2". Remove clippings which will smother grassed areas.
.4
Apply herbicide when it will not cause damage to new grass or other plants. Apply during
calm weather when air temperature is above 10 C, when broad leaf weeds start
developing. Prevent drifting of spray, repair damage to grass and plants.
.1
Use 2, 4-D Amine herbicide for susceptible broadleaf weeds. Apply at
manufacturer's recommended rate.
.2
Use 2, 4-D plus propionic acid mixtures herbicide for chickweed, clover, black
medick and other 2, 4-D resistant plants. Apply at manufacturer's recommended
rate.
.3
Avoid use of dicamba and picloram solutions near trees and shrubs.
.4
Use only mecocrop on Bentgrass turf areas.
.5
Fertilize seeded areas one month after Seeding with 2:1:13 ration fertilizer. Spread
evenly at rate of 0.5 kg of nitrogen/100 m2 and water in well. Postpone fertilizing until
next spring if application fails within four week period prior to expected end of growing
season in locality.
3.8
ACCEPTANCE
.1
Lawn areas will be accepted by Consultant provided that:
.1
Areas of sod and seed are properly established.
.2
Turf is free of bare and dead spots and without weeds.
.3
No surface soil is visible when grass has been cut to height of 1 1/2".
.4
Sodded and seeded areas have been cut at least twice, the last cut being carried
out within 24 hours of acceptance.
.2
Lawns seeded or sodded in fall will be accepted in following spring one month after the
start of growing season provided acceptance conditions are fulfilled.
.3
Sodded areas deemed unacceptable will be resodded and seeded areas deemed
unacceptable will be reseeded and subject to all of the above conditions from the date of
replacement.
END OF SECTION