CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
NWIT-14-20 TENDER DOCUMENTS
COVERING PAGE
TENDER NUMBER:
NWIT-14-20
PROJECT TITLE:
Police Services Building Alterations - Phase 1
PROJECT LOCATION:
Police Services Building
555 Columbia Street
New Westminster, BC
BID DUE:
3:00 PM (Local Time) on Thursday, July 17, 2014
MANDATORY
BIDDERS MEETING:
DATE:
9:00 am to 10:00 am (Local Time) on Friday, July 4, 2014
Police Services Building
555 Columbia Street
New Westminster, BC
June 27, 2014
CITY OF NEW WESTMINSTER
511 Royal Avenue
New Westminster, BC
V3L 1H9
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
NWIT-14-20 TENDER DOCUMENTS
COVERING PAGE
Title
Dwg. No.
Pages
Covering Pages
3 Pages
Instructions to Bidders
4 Pages
Bid Form
3 Pages
Supplementary Conditions to CCDC 2-2008
2 Pages
Declaration – Living Wage Employer
1 Page
APPENDICES
Appendix A – Security Clearance, Agreement of
Confidentiality, and Criminal Record Check
4 Pages
SPECIFICATIONS
Architectural Specifications from David Norman Architect Inc
39 Pages
ARCHITECTURAL DRAWINGS
Key Plan / Site Plan
A1.0
1 Page
Furniture Plan Part A Main Floor
A1.1
1 Page
Construction Plan Part A Main Floor
A1.2
1 Page
Construction Plan Part B Main Floor
A1.3
1 Page
Reflected Ceiling Plan Part A Main Floor
A2.1
1 Page
Finishes Plan Part A Main Floor
A3.1
1 Page
Door & Frame Types
A5.1
1 Page
Door & Frame Details
A5.2
1 Page
Door & Frame Details
A5.3
1 Page
Glass Partition Details
A5.4
1 Page
Partition Details
A5.5
1 Page
Ceiling Details
A5.6
1 Page
Site Plan
E0.01
1 Page
Electrical Specification
E1.00
1 Page
Electrical Specification (cont)
E1.01
1 Page
Lighting Plan
E2.00
1 Page
Power Plan
E3.00
1 Page
ELECTRICAL DRAWINGS AND SPECIFICATIONS
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
NWIT-14-20 TENDER DOCUMENTS
COVERING PAGE
Communications Rough-in Plan
E3.01
1 Page
A/V and Security Rough-in Plan
E3.02
1 Page
Site Plan
M01
1 Page
Main Floor – Existing Lobby – Demolition
M02
1 Page
Main Floor – HVAC
M03
1 Page
Main Floor – Plumbing
M04
1 Page
Details
M05
1 Page
Schedules
M06
1 Page
Specifications
M07
1 Page
Specifications
M08
1 Page
Specifications
M09
1 Page
MECHANICAL DRAWINGS AND SPECIFICATIONS
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
INSTRUCTIONS TO BIDDERS
Page 1 of 5
1.0
Scope Of Work
1.1
Provide all labour, materials, plant, and equipment necessary to complete interior
alterations of the main floor of the New Westminster Police Services Building, as specified
in the Tender Documents, Specifications, and Drawings.
2.0
Owner
2.1
The owner is the City of New Westminster, 511 Royal Avenue, New Westminster, BC,
V3L 1H9, herein after referred to as the “City”.
3.0
Submission Of Tender
3.1
Bidders shall submit the Tender on the enclosed Bid Form in a sealed envelope, clearly
marked NWIT-14-20 Police Services Building Alterations - Phase 1
3.2
The completed Tender shall be submitted to:
Information Desk
City of New Westminster
511 Royal Avenue
New Westminster, BC, V3L 1H9
Attention: Purchasing Manager
3.3
The City shall receive Tenders at the location specified in 3.2 above, prior to 3:00 PM
(Local Time) on Thursday, July 17, 2014.
3.4
Bidders shall submit the Bid Form with all blank spaces filled in. Alterations,
qualifications, or omissions to the Bid Form may render the Bid liable for rejection by the
City. The Bidder shall initial any erasures or corrections to the entries on the Bid Form.
3.5
The City does not accept facsimile, electronic mail, or other unsealed Bids.
3.6
The official time will be that on the clock located at the Information Desk. The City will
not accept late submissions.
3.7
The City will not open this Tender in public.
4.0
Addenda
4.1
Should addenda to the Bid Documents be required for any reason, it is the City’s intention
not to issue addenda during a period three (3) days prior to the Bid Closing date and time.
4.2
Bidders are responsible for checking the City’s website for any addenda or other
information relating to this Invitation to Tender.
4.3
All Addenda become part of the Contract Documents. Bidders should include adjustment
costs in the Bid Price.
4.4
Failure to acknowledge any Addendum may result in the disqualification of the Bidder.
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
INSTRUCTIONS TO BIDDERS
Page 2 of 5
5.0
Living Wage Policy
5.1
Effective January 1, 2011, the City of New Westminster became a “Living Wage
Employer”. As such, the City has established a Living Wage Policy that requires all firms
that are contracted by the City to provide services on City premises, to pay their
employees, who perform said service on City property, a Living Wage as calculated by the
Living Wage for Families Campaign. The figure for 2014 for the Lower Mainland is
$20.10, assuming no benefits are provided by the employer.
5.2
In order to determine an employee’s hourly rate with benefits the Living Wage for
Families has created a Living Wage Calculator to assist with this determination. Please
access the following website to determine your compatibility
http://www.livingwageforfamilies.ca/employers/living-wage-calculator/
5.3
The City includes in all its competitive bid documents a Declaration referencing the City’s
expectations with regards to compliance of the Policy. Completion and submission of the
Declaration is required prior to Contract award.
5.4
In evaluating submissions, the City intends to rely on the Declaration provided by a
Respondent and shall have no obligation or duty to investigate the truthfulness of the
Declaration.
5.5
Please review the City’s Living Wage Policy for further information
http://www.newwestcity.ca/business/living_wage_employer/living-wage-policy-anddeclaration
6.0
Acceptance Of Bid
6.1
The City is not obligated to accept the lowest or any tender and may reject all bids.
6.2
The City may waive any non-compliance with the Bid Documents.
6.3
The City may, prior to contract award, negotiate changes to the scope of work with the low
bidder or any one or more bidders without having any duty or obligation to advise any
other bidders or to allow them to vary their bid prices due to changes to the scope of work.
6.4
Bids shall remain open for acceptance by the City for a period of sixty (60) days from the
closing date.
7.0
Revision Of Bid
7.1
A Bid Form already delivered to the City may only be revised in the manner described
below and, to qualify, the revision must be actually received by the City at the address
given herein prior to the time and date specified for the closing of this Tender.
7.2
Bidders shall submit written Bid Revisions only in a sealed envelope. The Bidder may
revise only the Bidder’s entries on the delivered Bid Form.
7.3
The City will not accept revisions of Bids by facsimile or email.
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
INSTRUCTIONS TO BIDDERS
Page 3 of 5
8.0
Evaluation Of Bids
8.1
The City will review and evaluate all valid submitted bids. The City will evaluate Bids
based on the Offer Price and References.
9.0
Knowledge Of Site And Work
9.1
Bidders shall visit the site of the work and make allowances in their bids for such
conditions as in the sole opinion of the bidder are warranted. The City makes no
representation or warranty as to the conditions of the site.
10.0
Documents Required Of The Successful Tenderer
10.1
Within seven (7) days of acceptance of the Bid by the City and prior to the work starting,
the Contractor shall provide some or all of the following documents and/or requirements to
the City:
a) Certificate of Good Standing from WorkSafe BC;
b) Proof of Insurance as required under the CCDC Contract General Conditions, the
CCDC -41, and the Supplementary General Conditions of this tender;
c) Names of all Subcontractors and description of the work to be performed by them, or
confirmation that no Subcontractor will be involved in this project;
d) Written assurance of sufficient manpower in your employ to fulfil satisfactorily this
Contract;
e) Proof of a valid City of New Westminster Business License;
f) A Construction Schedule as required under the CCDC Contract General Conditions;
g) Performance Security and Labour and Material Payment Security as called for on page
5 of 5 of the Instructions to Bidders.
11.0
Permits
11.1
If requested, the Contractor shall apply and pay for all permits required, by authorities
having jurisdiction, to carry out the work. The City will apply for and pay for the building
permit.
11.2
The successful Bidder is required to obtain a City of New Westminster Business license
prior to commencement of work.
12.0
Pricing Requirements
12.1
All prices shall be firm and shall include the cost of labour, materials, equipment, permits,
transportation, services, fuel charges, and all Federal and Provincial taxes in force as of the
date of submission of the offer, except that the Goods and Services Tax (GST) shall be
excluded from the price.
13.0
Queries
13.1
The City requests Bidders to advise the City of any errors, conflicts, or omissions in the
Bid Documents, prior to Tender closing, so the City may issue an addendum.
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
INSTRUCTIONS TO BIDDERS
Page 4 of 5
13.2
After the Bid is accepted, bidders shall abide by the City's decision in the correction of
previously unidentified obvious errors, conflicts, or omissions.
13.3
Address all queries or requests for additional information to:
Heather Rossi, Purchasing Department, City of New Westminster,
E-mail: [email protected]
13.4
The City cautions Bidders that information obtained from any other source is not official
and may be inaccurate.
13.5
The City accepts no responsibility for any information provided by its employees or agents
that is not in writing in accordance with this section.
14.0
Mandatory Bidders’ Meeting
14.1
The City has arranged a Mandatory Bidders’ Meeting, on Friday, July 4, 2014 at 9:00
am to 10:00 am at Police Services Building, 555 Columbia Street, New Westminster.
14.2
To be eligible to submit a Bid for this Tender, Bidders must attend the Mandatory
Bidders’ Meeting. Failure to attend the Mandatory Bidders Meetings will result in
disqualification of the Bidder.
14.3
If requested, the City will provide the company name and phone number of the attendees at
the Mandatory Bidders Meeting, by posting an attendance list on the City’s website.
15.0
Bid Security, Performance Bonding and Guarantees
15.1
All Bidders are required to provide with their Bid, Bid Security in a form acceptable to and
payable to the City of New Westminster. The amount of the Bid Security must be equal to
ten percent (10%) of the Bid Price (excluding GST), and one of the following types:
a) Bid Bond;
b) Certified Cheque;
c) Irrevocable Letter of Credit; or
d) Bank Draft.
15.2
If, after Award of Contract, the Bidder refuses to enter into the Contract, the Bid Security
(if any) may be forfeited to the City of New Westminster because of its damages, without
prejudice to the City’s remedies for the Bidder’s breach of contract.
15.3
Failure to provide Bid Security (when required) will result in disqualification of the
Bidder.
15.4
The Successful Bidder will be required to provide to the City of New Westminster, in a
form acceptable to the City, Performance Security in an amount equal to fifty percent
(50%) of the Contract Price, and in one of the following types:
a) Certified Cheque;
b) Irrevocable Letter of Credit;
c) Bank Draft; or
d) A Performance Bond.
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
INSTRUCTIONS TO BIDDERS
Page 5 of 5
15.5
The Successful Bidder will be required to provide to the City of New Westminster, in a
form acceptable to the City, Labour and Material Payment Security in an amount equal to
fifty percent (50%) of the Contract Price, and in one of the following types:
a) Certified Cheque;
b) Irrevocable Letter of Credit;
c) Bank Draft; or
d) A Labour and Material Payment Bond, the Bond must be a Broad Form bond
protecting all companies with a direct contract with the Principal or any SubContractor of the Principal.
16.0
Form Of Contract
16.1
Any contract arising from this Invitation to Tender will use the CCDC 2 – 2008 Stipulated
Price Contract (not bound in the tender documents) and the Supplementary Conditions
included in the Tender Documents.
17.0
Ownership Of Tenders And Freedom Of Information
17.1
All documents submitted to the City of New Westminster become the property of the City,
and as such, the City advises Bidders that parts, or all, of their bids may be subject to the
provisions of British Columbia’s Freedom of Information and Privacy Protection Act
(FOIPPA) and Community Charter. Bidders who wish to protect particular parts of their
bids from disclosure under the FOIPP Act should specifically identify any information or
records with their bids that constitute trade secrets and that are supplied in confidence, and
the release of which could significantly harm their competitive position. Information that
does not meet all three of the foregoing categories may be subject to disclosure to third
parties. Please refer to the Freedom of Information and Protection of Privacy Act for
further information. The City, as owner of the documents submitted, retains the right to
copy the documents.
End of Instructions to Bidder
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
1.0
NWIT-14-20
BID FORM
Page 1 of 3
PROJECT
Title: Police Services Building Alterations - Phase 1
Location: Police Services Building, 555 Columbia Street, New Westminster, BC
2.0
BIDDER
Name:
(Hereinafter referred to as the “Bidder”)
Address:
(including postal code)
Contact Name:
Telephone No:
Facsimile No:
Email Address:
3.0
OWNER
The Owner is the City of New Westminster, 511 Royal Avenue, New Westminster, BC,
V3L 1H9, hereinafter referred to as the “City”.
4.0
OFFER
4.1
The Bidder, having examined the Bid Documents and having gained full knowledge of the
scope, character and location of the work and having become familiar with the local
conditions, hereby offers to the City to execute the Work for the above named project in
accordance with the Bid Documents for the amount of:
dollars
($
), the contract price, which price shall be
subject to adjustments as may be provided in the Tender Documents. The contract price
excludes the Goods and Services Tax (GST).
4.2
The Contractor acknowledges that the City may, prior to contract award, negotiate changes
to the scope of work with the low bidder or any one or more bidders without having any
duty or obligation to advise any other bidders or to allow them to vary their bid prices due
to changes to the scope of work.
5.0
ADJUSTMENTS TO CONTRACT PRICE
5.1
The Contractor further offers to carry out any changes to the work authorized by the City
and to be compensated as provided in the General Conditions.
Document #569478
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
NWIT-14-20
BID FORM
Page 2 of 3
6.0
SCHEDULE
6.1
The Contractor offers to commence the Work and to achieve substantial performance of
the Work in a manner acceptable to the City within ________ days from the date of the
Notice to Proceed.
6.2
Failure to commence or complete the Work within the time stated may result in
cancellation of the contract and completion of the Work by others.
7.0
ADDENDA
7.1
Any addenda issued by the City shall become part of the Bid Documents.
7.2
The Contractor acknowledges receipt of the following addenda and confirms that the Bid
has been prepared in accordance therewith:
Addendum No.
Dated
No. of Pages
8.0
SUBCONTRACTORS
8.1
The Contractor confirms that following is a list of all the subcontractors who will be
employed for the Work. No other subcontractors will be employed unless prior written
approval is received from the City.
Name of Subcontractor
Document #569478
Item of Work
CITY OF NEW WESTMINSTER
Police Services Building Alterations - Phase 1
NWIT-14-20
BID FORM
Page 3 of 3
9.0
REFERENCES Note: Failure to complete this section may result in disqualification.
9.1
Bidders shall provide sources for three (3) references (companies for whom work of a
similar nature was done in the past five (5) years, including the City of New Westminster).
1 Company Name:
Contact Person:
Phone:
Nature of Contract:
Project Date:
Approximate Value:
2 Company Name:
Contact Person:
Phone:
Nature of Contract:
Project Date:
Approximate Value:
3 Company Name:
Contact Person:
Phone:
Nature of Contract:
Project Date:
Approximate Value:
10.0
ACCEPTANCE
10.1
Acceptance of this offer by the City will be made by the issuance of a Letter of Award.
11.0
SIGNATURES
SIGNED, SEALED, AND DELIVERED by the Contractor:
(Contractor's Name)
(Legal Signing Authority)
(Print Name and Title)
(Date)
End of Bid Form
Document #569478
(Corporate Seal)
CITY OF NEW WESTMINSTER
Revised August 1, 2013
SUPPLEMENTARY GENERAL CONDITIONS CCDC-2 2008
Page 1 of 2
The Supplementary Conditions revise the General Conditions in the CCDC 2-2008 Stipulated Price
Contract as follows:
ARTICLE A-5 PAYMENT
Paragraph 5.3 Interest –
Paragraph 5.3.1 (1) – Delete “..2%..” and substitute “..0%..”
Paragraph 5.3.1 (2) – Delete “..4%..” and substitute “..0%..”
GENERAL CONDITIONS OF THE STIPULATED PRICE CONTRACT
PART 1 GENERAL PROVISIONS
GC 1.1 CONTRACT DOCUMENTS,
1.1.7.1 Between “the Agreement between the Owner and the Contractor” and “Definitions” –
Insert “Addenda”
PART 2 ADMINISTRATION OF THE CONTRACT
GC 4.2 CONTINGENCY ALLOWANCE
Delete in its entirety.
PART 5 PAYMENT
GC 5.1 FINANCING INFORMATION REQUIRED OF THE OWNER
Delete in its entirely.
GC 5.3 PROGRESS PAYMENT
5.3.2 Delete “10 calendar days” and substitute with “thirty (30) calendar days”
PART 6 CHANGES IN THE WORK
GC 6.2 CHANGE ORDER
Add
“6.2.3: The allowance for overhead and profit charged by the Contractor and subcontractors shall be as
follows:
.1 Cost of materials and labour plus 10% mark-up by the Contractor for changes in the work
performed by the Contractor.
.2 Cost of labour and materials plus 10% mark–up by the Contractor on changes in the work
performed by the subcontractors.
.3 Cost of labour and materials plus 10% mark-up by the subcontractors for changes in the work
performed by the subcontractors.
.4 The overhead and profit for changes in the work shall include supervision, administrative
costs, small tools, miscellaneous materials, layout, additional bonding costs, and recording of
the changes on the record drawings.
CITY OF NEW WESTMINSTER
Revised August 1, 2013
SUPPLEMENTARY GENERAL CONDITIONS CCDC-2 2008
Page 2 of 2
PART 11 INSURANCE AND CONTRACT SECURITY
GC 11.1 INSURANCE
11.1.1.1 Delete in its entirety and replace with the following:
.1 General liability insurance in the name of the Contractor and include, or in the case of a
single, blanket policy, be endorsed to name, the Owner, the Consultant, sub-consultants and
special consultants as identified by the Owner as insureds but only with respect to liability,
other than legal liability arising out of their sole negligence, arising out of the operations of
the Contractor with regard to the Work. General liability insurance shall be maintained from
the date of commencement of the Work until one year from the date of Substantial
Performance of the Work. Liability coverage shall be provided for completed operations
hazards from the date of Substantial Performance of the Work, as set out in the certificate of
Substantial Performance of the Work, on an ongoing basis for a period of not less than
twenty-four months following Substantial Performance of the Work.
.4 In line 1, after “Owner and the Consultant” insert “, sub-consultants and special consultants
as identified by the Owner,”
11.1.1.3
Delete in its entirety
11.1.1.5
Delete in its entirety
GC 11.2 CONTRACT SECURITY
11.2.2 Delete in its entirety and replace with the following:
11.2.2 If the Contract Documents require surety bonds to be provided, such bonds shall be issued by a
duly licensed surety company authorized to transact the business of suretyship in the province or territory
of the Place of the Work and shall be maintained in good standing until the fulfilment of the Contract.
The form of Performance Bond shall be in accordance with the latest edition of the CCDC approved
Performance Bond form. The Labour and Materials Payment Bond shall be a Broad Form bond,
protecting all companies with a direct contract with the Principal or any Sub-Contractor of the Principal.
CCDC 41 – CCDC INSURANCE REQUIREMENTS
Delete paragraphs 3 and 5
DECLARATION – LIVING WAGE EMPLOYER
I, _____________________________ as a duly authorized signing officer of
Company:_________________________________
Address:__________________________________
__________________________________
__________________________________, confirm that all employees and subcontractors under our contract with the City as outlined below, are paid not less than the
“Living Wage” as calculated by the Living Wage for Families Campaign.
I understand that this requirement extends only to those employees and sub-contractors’
employees that perform work while on City premises and property for durations in excess of
one continuous hour per occasion.
I understand that the City will conduct audits if and when notification of breach of this
compliance is received by the City. I understand that in the event any breach of this declaration
is found to be true, the City reserves the right to cancel its contract without penalty at any time
once said authentication of the breach is made.
Contract Name: ________________________________________________
Authorized Signatory:
Dated:
______________________________
____________________________
NWIT-14-20
CORPORATION OF THE CITY OF NEW WESTMINSTER
APPENDIX A
Security Clearance and Criminal Records Check
New Westminster Police Service
Contractor Security Clearance and Agreement of Confidentiality
Whereas I may be involved in contract work within the offices of the New Westminster
Police Service, situated at 555 Columbia Street, New Westminster, BC, or other facilities
under their permanent or temporary control, and,
Whereas I recognize that a police facility is secure and contains confidential
information, and,
Whereas I recognize that law enforcement activities may be confidential, and,
Whereas I recognize that it is the right of the New Westminster Police Service to
conduct security checks of any person who might be working within their facility,
I hereby authorize the New Westminster Police Service to conduct such security
screening as may be necessary to determine my eligibility to work within their building.
Further, I hereby undertake that I will not divulge or discuss the content, presence or
occurrence of any document, material, event or person I might observe within the offices
of the New Westminster Police Service, unless I am lawfully compelled to do so in a
Court having jurisdiction over that material, those persons or those events, and,
Further, I acknowledge that the right of the New Westminster Police Service to
disallow me from working within their building is absolute and without appeal, and
Further, I accept that the New Westminster Police Service is under no obligation to
disclose the results or content of their security screening process to myself and that they
will not disclose it to any third party without my written permission.
Signed at New Westminster, British Columbia,
this ______ day of (month) __________, (year) __________
Signature of Applicant: _______________________________________
1
New Westminster Police Service
Security Clearance and Agreement of Confidentiality
Surname of Applicant
First and Middle Names
Date of Birth
Driver’s Licence Number & Province
of Issue
Contracting Company (Employer)
Nature of Work to be Conducted
Date(s) of the Work or, “Open”if the work
is ongoing
Hours of the Work or, “Open” if the
hours vary or are on-call
Name of Company Contact Person
Contact Persons Phone Number
Witness Name & PIN (NWPS)
Witness Signature
2
New Westminster Police Service
Security Clearance and Agreement of Confidentiality
CONSENT FOR SECURITY CLEARANCE AND CRIMINAL RECORDS SEARCH
(PLEASE PRINT)
PART 1
Given name (1)
Surname
Address (no. street. apt.)
Date of birth (yyyy-mm-d)
Given name (2)
City
Place of birth
Province
Driver's licence no.
Previous address if less than 5 years at current address
Address (no. street. apt.)
Tel. no. (incl. area code)
Sex
฀M ฀F
Usual first name or alias
City
Postal Code
Maiden name
Province
Postal Code
PART 2
WAIVER AND RELEASE:
I hereby release and forever discharge Her Majesty the Queen in Right of Canada, the New Westminster Police Service, their
members, employees, agents and assigns from any and all actions, causes of actions, claims and demands for damages, loss or
injury, which may hereafter be sustained by myself, howsoever arising out of the above authorized disclosure of information and
waive all right thereto.
PART 3
This consent is valid for a period of three months from the date of signature.
Signature of applicant __________________________________________ Date ___________________________________
No.
1.
Initials
Category of Information for Disclosure
FOR POLICE USE ONLY
Records of criminal convictions found in the Identification Data Bank attainable through the
Canadian Police Information Centre (CPIC) for which a pardon has not been granted.
_____
฀
฀
฀
฀
฀
฀
฀
฀
NWPS: Make CPIC Criminal Record "LEVEL1" Query ONLY
Records of criminal convictions attainable through CPIC for which a pardon has not been
granted plus records of outstanding criminal charges which the RCMP are aware of or indicated
within the Investigative Data Bank of CPIC.
2.
_____
NWPS: Make CPIC Criminal Record "LEVEL1" Query AND a Persons CPIC Query
3.
_____
Records of criminal convictions and summary of police information (including records of
outstanding criminal charges which the NWPS are aware of or Indicated within the Investigative
Data Bank of CPIC) attainable through CPIC for which a pardon has not been granted plus
records of discharges which have not been removed from the Identification Data Bank in
accordance with the Criminal Records Act. This will include all charges regardless of
disposition.
NWPS: Make CPIC Criminal Record "LEVEL2" Query AND a Persons CPIC Query
Police information located on computer systems (e.g. Police Information Retrieval System
(PIRS), CPIC) and information located through local police indices checks. This will include all
information related to non-convictions and all charges regardless of disposition.
4.
_____
NWPS: Make Persons Queries on PIRS and CPIC.
In view of the general nature of this information confirm with requester this is in fact information
pertaining to him/her. Requesters MUST confirm information which pertains to them prior to
disclosure. If a discrepancy exits, do not disclose this information.
COMPLETED BY
Police Personnel (signature)
Reg. No.
Unit
Date
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
ARCHITECTURAL SPECIFICATIONS
Division 00 - Procurement and Contracting Requirements
See Tender Document prepared by the City of New Westminster
Division 01 - General Requirements
010000 - General Requirements
013310 - Submittal Procedures
Division 02 - Existing Conditions
024119 - Selective Demolition
Division 03 - Concrete
n/a
Division 04 - Masonry
n/a
Division 05 - Metals
n/a
Division 06 - Wood, Plastics and Composites
062010 - Finish Carpentry
Division 07 - Thermal and Moisture Protection
078400 - Firestopping
079210 - Joint Sealing
Division 08 - Openings
081100 - Metal Doors and Frames
081415 - Flush Wood Doors
084110 - Aluminum Framed Entrances And Storefronts
087110 - Door Hardware – General
088050 - Glass and Glazing
Division 09 - Finishes
092117 - Gypsum Board Assemblies
092215 - Non-structural Metal Stud Framing
095110 - Acoustical Panel Ceilings
096813 - Tile Carpeting
099115 - Painting
Division 10 - Specialties
n/a
END OF TABLE OF CONTENTS
Date: June 13, 2014
TABLE OF CONTENTS
Page 1
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
1.0
Section 01 00 00
GENERAL REQUIREMENTS
Page 1
SUMMARY OF WORK
1.1
The Contractor shall provide all labour, materials, products, equipment, services, and incidentals
required to complete the Contract Work as indicated in the Contract Documents and
amendments.
1.2
Work of this Contract comprises general construction of Phase 1 of interior alterations, located on
the main floor of the New Westminster Police Services Building. The work includes demolition
and construction of a new meeting room and 2 new interview rooms adjacent to the main lobby;
and construction of a glazed storefront partition between the Patrol office and main stairwell, and
related work.
2.0
COORDINATION
2.1
The Contractor shall coordinate and direct the execution of the work including directing the
subcontractors.
3.0
CUTTING AND PATCHING
3.1
As it is necessary to carry out the Contract Work, areas of cutting, removal, or opening up of
exiting floors, walls, ceilings, or other existing site or building areas shall be fully restored to
match the previously existing conditions or adjacent existing conditions in construction and finish.
Obtain written approval from the structural engineer prior to cutting, coring and/or drilling into
building structural elements.
4.0
SUBMITTALS
4.1
PRE-CONSTRUCTION SUBMITTALS
The following submittals shall be provided by the contractor for the Consultant's review within 7
days of award of the contract:
.1 Construction Schedule
.2 Proof of Insurance (see General and Supplementary Conditions)
.3 Workers Compensation Letter of Standing
.4 New Westminster Business Licence
4.2
SHOP DRAWINGS & SAMPLES
Shop drawings and samples shall be provided to the Owner in a timely manner prior to ordering
materials and/or fabrication.
4.3
SUBMITTALS FOR SUBSTANTIAL PERFORMANCE
The following submittals shall be provided by the contractor for the Consultant's review upon the
Contractor's application for Substantial Performance of the Contract:
.5 Final inspection certificates from the authorities having jurisdiction.
.6 Deficiency list, complete with a cost estimate of the value of remaining deficiencies.
.7 Record Set Drawings - one set of white print working drawings neatly marked up in red
indicating any as-built conditions that vary from the original drawings.
.8 Data Manuals – 1 copy, typed 8.5 x 11 format, submitted in 3 ring hard cover binder and one
digital copy including the following:
• List of Subtrades
• Shop drawings
• Operation and maintenance information
• Warranties
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 01 00 00
GENERAL REQUIREMENTS
Page 2
5.0
UTILITIES AND SERVICES
5.1
The City shall provide, at no cost to the Contractor for the related work, the following:
.1 Cold water
.2 Electrical power
.3 washroom facilities
5.2
All other utilities and/or services required by the Contractor shall be the responsibility of the
Contractor.
6.0
SECURITY
6.1
The Contractor shall be responsible for the security of the area of the b building as related to the
Work. Comply with all fire regulations during the period of construction. Leave no portion of
existing buildings unlocked after public visiting hours at any time. Coordinate with the City as
necessary. Except for designated public entrances, all other doors will remain locked at all times.
7.0
ACCESS
7.1
Parking is available in the parking lot near the building location
8.0
DANGEROUS MATERIALS
8.1
No gasoline or other dangerous materials shall be stored on the site.
8.2
Any dangerous or hazardous materials removed from the site are to be separated and taken to
appropriate recycling or disposal stations.
9.0
SITE CONTROL AND ORGANIZATION
9.1
9.2
The Contractor shall at all times keep the site orderly and, as work allows, generally clean.
Remove all trash and debris daily. Sweep clean all floor areas in, and adjacent to, the work area
on a daily basis.
The Contractor is to provide hoarding to prevent materials, debris and dust from entering other
areas of the building and mechanical systems.. Should any materials, debris and dust make its
way to these areas and in the mechanical system, the Contractor shall clean up the areas
affected immediately to the satisfaction of the Owner.
10.0
SITE MEETINGS
10.1
The Contractor shall coordinate, and attend regular site meetings at such intervals as may be
deemed necessary for the purpose of coordinating and expediting the progress of the work.
10.2
These meetings will be attended by the City or its authorized representative as and when
required. The Contractor agrees to attend in person or send his authorized representatives to any
such meetings that may be called for by the City. The Contractor’s Subcontractors shall attend as
required to expedite the Work. The consultant shall record and distribute the minutes.
11.0
PRE-CONSTRUCTION CONFERENCE
11.1
The City shall advise the Contractor of the time and location of a pre-construction meeting that
shall be attended by representatives of the Contractor and his trades prior to the start of any
construction of this contract. Review of the site conditions, scheduling, and the like may be
carried out.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 01 00 00
GENERAL REQUIREMENTS
Page 3
12.0
RECTIFY DAMAGES
12.1
Make good any damage or spillage to adjacent buildings, areas, grounds, or vehicles at no cost
to the City and leave the site in the same state as it was prior to commencement of the contract
and to the satisfaction of the City. All work shall be carried out so as to ensure the minimum
interference with normal use of public spaces and facilities.
13.0
REJECTED WORK
13.1
Defective work whether the result of poor workmanship, use of defective products or damage
through carelessness or other act or omission of the Contractor, shall be removed from the site
by the Contractor and replaced and / or re-examined promptly in accordance with the Contract
Documents at the Contractor's expense.
14.0
QUALITY OF WORK
14.1
Workmanship shall be of the highest quality. When not specified elsewhere, work shall be done
in accordance with recognized trade standards and according to product manufacturers'
recommendations.
15.0
TEMPORARY SUPPORTS
15.1
The Contractor shall be responsible for all temporary supports, bracing, or similar structural work
as may be required during the carrying out of the Contractor Work.
16.0
CONSULTATION WITH OWNER
16.1
The Contractor shall contact the Consultant immediately:
.1 For clarification regarding the Contract Work should he require information in addition to what
is provided in the Contract Documents.
.2 If any conflicts or inaccuracies be discovered in the Contract Documents.
.3 If any site conditions become apparent that require revisions to the project design and
Contract Documents.
.4 For coordination and approval for shutdowns of building systems. Shutdown of building
systems during normal working hours is prohibited.
17.0
PROTECTION OF THE PUBLIC AND OTHERS
17.1
The Contractor shall take adequate measures to protect the public, City of New Westminster
staff, and others on site from injury, damage, or other loss resulting from construction and related
activities. Included within the Contractor's work are hoarding, signage, and similar items
appropriate for construction conditions and the progress of the job. The City shall have complete
jurisdiction over entry of contractor's workmen and vehicle access to site and the area of work.
Building access arrangements shall be made in consultation with City staff.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 01 00 00
GENERAL REQUIREMENTS
Page 4
18.0
HOURS OF WORK
18.1
Contractor shall carry out all work from 7:30 AM through 5:30 PM, Monday through Friday.
Coordinate schedule with City staff. Any deviations from this schedule must be approved prior to
commencing work. NO WORKERS CAN BE ON SITE OUTSIDE OF PRE-APPROVED HOURS.
18.2
Perform noise generating work such as explosive fasteners, etc., outside of normal office hours,
at times agreed upon with the Owner.
19.0
CONTRACTOR CLOSEOUT
19.1
FINAL ACCOUNTING
Final statement of account - submit to Owner reflecting all adjustments and the following:
19.2
.1
.2
Original Contract Sum.
Additions and deductions resulting from:
i. Change Orders
ii. Unit Prices
iii. Other adjustments
iv. Deductions for uncorrected work
.3
.4
.5
.6
Total Contract sum as adjusted.
Previous payments.
Sum remaining due.
The City retains the right to obtain proof of payment of all subtrades and material
suppliers from the Contractor prior to making final payment.
PROJECT CLOSEOUT
.1
.2
.3
.4
.5
.6
.7
20.0
20.1
20.2
Flush clear all drains affected by the work.
Clean site of all materials and debris created by the Construction.
Submit written acceptance that utility companies have inspected services to their
satisfaction.
Provide Consultant with all Warranty and Bond Certificates with:
v. The proper name and address of the Owner and of the Project.
vi. The date the warranty commences, which corresponds to the date of Substantial
Performance.
vii. A clear statement of what is being warranted as referenced in the Specifications.
viii. The signature and/or seal of the company issuing the warranty, countersigned by the
Contractor.
Attend a final walk-through with the City and Consultant to identify final deficiencies.
Make good all known deficiencies in the work and notify the Consultant of readiness for
final inspection only after completion of these items
The Consultant will review completion of deficiencies during one review only. Additional
reviews required to check un-rectified deficiencies or incomplete work will be backcharged by the Owner on the Contractor’s progress payments and paid from those funds
SPECIAL INSTRUCTIONS
Smoking is not permitted in or on the premises at any time.
Waste Management:
.1 All waste shall be removed from the site for disposal within 24 hours after demolition.
.2 Waste bins shall be located so as to not interfere with the normal operations of the building.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 01 00 00
GENERAL REQUIREMENTS
Page 5
.3 Unless otherwise specified, salvaged material resulting from the Work shall become the
property of the Contractor who must dispose of it away from the site.
.4 Separate recyclable and toxic waste materials from the waste stream. Deliver to a local waste
management facility.
20.3
Interruption of Services
.1 For disruption of any part of the fire alarm system, provide a fire watch in all areas affected, in
accordance with the current British Columbia Fire Code, and as required by the New
Westminster Fire Dept..
END OF GENERAL REQUIREMENTS
New Westminster Police Services Building Alterations – Phase 1
Cityh of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Shop Drawings and Product data.
.2
Samples.
.3
Substitutions
1.2
Section 01 33 10
SUBMITTAL PROCEDURES
Page 1
RELATED SECTIONS
.1
1.3
This section describes requirements applicable to all Sections within Divisions 02 to 49.
ADMINISTRATIVE
.1
Submit to Consultant submittals listed for review. Submit with reasonable promptness
and in orderly sequence so as to not cause delay in Work. Failure to submit in ample time
is not considered sufficient reason for an extension of Contract Time and no claim for
extension by reason of such default will be allowed.
.2
Work affected by submittal shall not proceed until review is complete.
.3
Review submittals prior to submission to Consultant. This review represents that
necessary requirements have been determined and verified, or will be, and that each
submittal has been checked and co-ordinated with requirements of Work and Contract
Documents.
.4
Submittals not stamped, signed, dated, identified as to specific project, and attesting to
their being reviewed will be returned without being examined and shall be considered
rejected.
.5
Notify Consultant, in writing at time of submission, identifying deviations from
requirements of Contract Documents stating reasons for deviations.
.6
Verify field measurements and affected adjacent Work are coordinated.
.7
Contractor's responsibility for errors and omissions in submission is not relieved by
Consultant's review of submittals.
.8
Contractor's responsibility for deviations in submission from requirements of Contract
Documents is not relieved by Consultant review.
.9
Keep one reviewed copy of each submission on site.
1.4
SHOP DRAWINGS AND PRODUCT DATA
.1
1.5
In accordance with CCDC 2 (2008) General Condition 3.10.
SAMPLES
.1
Submit for review samples in duplicate as requested in respective specification Sections.
Label samples with origin and intended use.
.2
Deliver samples 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.
New Westminster Police Services Building Alterations – Phase 1
Cityh of New Westminster
David Norman Architect Inc.
Section 01 33 10
SUBMITTAL PROCEDURES
Page 2
.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.
1.6
SUBSTITUTIONS
.1
Substitutions after Bid Submission or Contract Award:
.1
.2
.3
.4
.5
.2
Where the Contract Documents stipulate a particular product or assembly,
substitutions will be considered by the Consultant up to thirty (30) days following
contract award.
The written submission for a substitution must be detailed and complete by
identifying a product or system specified and include sufficient information to
enable the Consultant to determine acceptability of such products or systems.
Provide complete information on required revisions to other work to
accommodate each submission.
State the differences in contract cost and time.
When a request to substitute a product is made, the Consultant may approve the
substitution, and will issue a Site Instruction, or a Change Order. If a substitution
is rejected, a response to the party submitting will be rendered.
Unless such requests are submitted in this manner and subsequently accepted, provide
specified products or systems.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SUMMARY
.1
1.2
Section 02 41 19
SELECTIVE DEMOLITION
Page 1
Provide demolition activities
SUBMITTALS
.1
1.3
Schedule: Submit for approval selective demolition schedule, including schedule and
methods for capping utilities to be abandoned and maintaining existing utility service.
QUALITY ASSURANCE
.1
1.4
Codes and Regulations: Comply with governing codes and regulations. Use experienced
workers.
PROJECT CONDITIONS
.1
Occupancy: Immediate areas of work will not be occupied during selective demolition.
The public, including children, may occupy adjacent areas.
.2
Existing Conditions: No responsibility for buildings and structures to be demolished will
be assumed by the Owner
Part 2
Products
2.1
DEMOLITION APPLICATIONS
.1
Selective Building Demolition:
.1
Application: Selective demolition of interior building components designated on
the drawings to be removed, including drywall partitions, drywall bulkhead,
millwork, ceiling trellis.
.2
Application: concrete slab coring for electrical conduit.
.3
Application: Protection of portions of building adjacent to or affected by selective
demolition.
.4
Application: Notification to Owner of schedule of shut-off of utilities which serve
occupied spaces.
.5
Application: Pollution control during selective demolition, including noise control.
.6
Application: Removal and legal disposal of materials.
.7
Utilities: Interruption, capping or removal as applicable.
.8
Hazardous Materials: Not present.
Part 3
Execution
3.1
SELECTIVE DEMOLITION
.1
Demolition Operations: Do not damage building elements and improvements indicated to
remain. Items of salvage value, not included on schedule of salvage items to be returned
to Owner, shall be removed from structure. Storage or sale of items at project site is
prohibited.
.2
Concrete Slab Coring: perform ground penetrating radar (GPR) scan of concrete slab
over proposed area of coring, and mark locations of all in-slab objects (re-bar, conduit,
etc.). Obtain written approval from a qualified structural engineer retained by the
contractor, prior to coring. Do not cut reinforcing steel or services without specific
approval from the engineer and Owner. No overcutting is permitted. See Section 07 84
01734-1
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 02 41 19
SELECTIVE DEMOLITION
Page 2
00 for fire stopping requirements.
.3
Occupied Spaces: Do not close or obstruct streets, walks, drives or other occupied or
used spaces or facilities without the written permission of the Owner and the authorities
having jurisdiction. Do not interrupt utilities serving occupied or used facilities without the
written permission of the Owner and authorities having jurisdiction. If necessary, provide
temporary utilities.
.4
Operations: Cease operations if public safety or remaining structures are endangered.
Perform temporary corrective measures until operations can be continued properly.
.5
Security: Provide adequate protection against accidental trespassing. Secure project
after work hours.
.6
Restoration: Restore finishes of patched areas.
3.2
SCHEDULE
.1
Items for Protection During Demolition and Construction:
.1
Adjacent construction.
.2
Items to be Salvaged for Reinstallation:
.1
Not applicable.
.3
Items to be Salvaged for Delivery to Owner:
.1
Light fixtures (confirm with City at time of demolition)
.4
Utilities Requiring Interruption, Capping, or Removal:
.1
Electric wiring (see electrical drawings).
.2
HVAC ductwork (see mechanical drawings).
END OF SECTION
01734-2
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
1.2
Section 06 20 10
FINISH CARPENTRY
Page 1
Modifications to lobby millwork for re-use in new meeting room.
RELATED SECTIONS
.1
Section 01 41 19 – Selective Demolition: partial demolition of lobby millwork.
.2
Section 09 91 15 - Painting: Painting and finishing of finish carpentry items.
1.3
QUALITY ASSURANCE
.1
1.4
Perform finish carpentry work to AWMAC Architectural Woodwork Standards - 1st
Edition, Premium grade.
REGULATORY REQUIREMENTS
.1
Conform to applicable code for fire retardant requirements for re-finishing of lobby
millwork.
Part 2
Products
2.1
Not applicable. This section relates to repairs to existing millwork only.
Part 3
Execution
3.1
REPAIRS
.1
3.2
Make good existing lobby millwork. Patch holes and other defects in the work. Repair as
required for as-new appearance.
PREPARATION FOR SITE FINISHING
.1
Site Finishing: Refer to Section 09 91 15, for re-finishing of clear wood finish.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Firestopping materials
.2
Accessories.
1.2
Section 07 84 00
FIRESTOPPING
Page 1
SYSTEM DESCRIPTION
.1
1.3
Firestopping systems installed to resist spread of fire and passage of smoke and other
gases at penetrations through fire resistance rated floor assemblies.
PERFORMANCE REQUIREMENTS
.1
1.4
Firestopping Materials: CAN/ULC-S101 to achieve a fire rating as noted on Drawings
and Schedule below.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Product Data: Provide data on product characteristics, performance and limitation
criteria.
1.5
QUALITY ASSURANCE
.1
Contractor Qualifications: Company specializing in performing the Work of this section
and as follows:
.1
.2
.2
1.6
FCIA Member in good standing.
Licensed by the province or local authority where applicable.
Single Source Responsibility: Obtain firestop systems for each type of penetration and
construction situation from a single primary firestop systems manufacturer.
REGULATORY REQUIREMENTS
.1
Conform to applicable code and ULC for fire resistance ratings and surface burning
characteristics.
.2
Provide certificate of compliance from authority having jurisdiction indicating approval of
materials used.
1.7
ENVIRONMENTAL REQUIREMENTS
.1
Provide ventilation in areas to receive solvent cured materials.
Part 2
Products
2.1
MANUFACTURERS
.1
Hilti.
.2
Substitutions: Refer to Section 01 33 10.
2.2
MATERIALS
.1
Silicone Elastomeric: product as recommended by Hilti for specific project application.
.2
Installation Accessories: Clips, collars, fasteners, temporary stops or dams, and other
devices required to position and retain materials in place.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 3
Execution
3.1
PREPARATION
Section 07 84 00
FIRESTOPPING
Page 2
.1
Verify openings are ready to receive the work of this section.
.2
Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter which
may affect bond of firestopping material.
.3
Remove incompatible materials which may affect bond.
.4
Install backing materials to arrest liquid material leakage.
3.2
APPLICATION
.1
Apply materials to manufacturer's written instructions.
.2
Install material at floor slab core holes containing electrical rigid metal conduit, requiring
firestopping.
.3
Compress fibred material, where required, to achieve a density of 40% of its
uncompressed density.
.4
Clean adjacent surfaces of firestopping materials.
3.3
SCHEDULES
.1
Main floor concrete slab: 2 hours.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Preparing sealant substrate surfaces.
.2
Sealant and backing.
1.2
Section 07 92 10
JOINT SEALING
Page 1
RELATED SECTIONS
.1
Section 08 41 10 - Aluminum Framed Entrances and Storefronts: Glazed aluminum
work.
.2
Section 09 22 15 – Non-Structural Metal Stud Framing: Sealants used in conjunction
with acoustic treatment.
.3
Section 09 21 17 – Gypsum Board Assemblies: Sealants used in conjunction with
acoustic treatment; and finishing.
1.3
QUALITY ASSURANCE
.1
Perform work to sealant manufacturer's requirements for preparation of surfaces and
material installation instructions.
Part 2
Products
2.1
SEALANTS
.1
Acrylic Emulsion Latex (Type A): CAN/CGSB-19.17, Single component, non-staining,
non-bleeding, non-sagging, colour as selected, Tremflex 834 by Tremco.
.2
Acoustic Sealant (Type B): ASTM C920, single component, non-skinning, high solids
content, synthetic rubber, non-corrosive to metals or concrete, non-sagging, Acoustical
Sealant by Tremco.
.3
Perimeter Sealant (Type C) (for aluminum storefront): Vulken 116 by Tremco, colour offwhite from manufacturer’s standard range.
.4
Aluminum Joints (Type D): small joint sealant by Tremco, as recommended by aluminum
storefront manufacturer.
.5
Substitutions: Refer to Section 01 33 10.
Part 3
Execution
3.1
PREPARATION
.1
Clean joints in accordance with manufacturer's instructions.
.2
Remove loose materials and foreign matter which might impair adhesion of sealant.
3.2
INSTALLATION
.1
Install sealant to manufacturer's instructions.
.2
Measure joint dimensions and size materials to achieve required width/depth ratios.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 07 92 10
JOINT SEALING
Page 2
.3
For Type C - Install joint backing to achieve a neck dimension no greater than 1/3 the
joint width.
.4
For Type C - Install bond breaker where joint backing is not used.
.5
Tool joints concave, and as detailed.
3.3
CLEANING AND REPAIRING
.1
Clean adjacent soiled surfaces.
.2
Repair or replace defaced or disfigured finishes caused by work of this Section.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Non-rated standard, and acoustical, hollow metal frames.
.2
Acoustic pressed steel doors.
.3
Interior glazed sidelight frames.
.4
Glass and glazing.
1.2
Section 08 11 00
METAL DOORS & FRAMES
Page 1
RELATED SECTIONS
.1
Section 08 14 15 - Flush Wood Doors.
.2
Section 08 71 10 - Door Hardware - General.
.3
Section 09 91 15 - Painting: Field painting of frames
1.3
PERFORMANCE REQUIREMENTS
.1
1.4
Sound Rated Door: STC of 46, measured in accordance with ASTM E413.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Shop Drawings: Indicate door and frame elevations, internal reinforcement, anchor types
and spacing, closure methods, finishes, location of cut-outs for hardware.
.3
Installation Data: Manufacturer's special installation requirements for acoustic doors &
frames
1.5
QUALITY ASSURANCE
.1
Perform Work to requirements of CSDMA (Canadian Steel Door Manufacturers
Association) standards.
Part 2
Products
2.1
MANUFACTURERS
.1
Acoustical Doors & Frames: Fleming Door Products (distributed by Tillicum Agencies,
604.939.1445).
.2
Standard Metal Frames: Fleming, Shanahans, Steelcraft.
.3
Substitutions: Refer to Section 01 33 10
2.2
MATERIALS
.1
Sheet Steel: Galvanized steel to ASTM A653/A653M.
.1
Coating designation ZF001 (A01) for interior doors assemblies.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
2.3
Section 08 11 00
METAL DOORS & FRAMES
Page 2
DOORS
.1
Interior Doors:
.1
.2
.3
2.4
Door Panels: 1 ¾ inch (45 mm) thick, flush design, 16 ga., welded continuously
at vertical edges and finished smooth.
Acoustical Doors: Whisper Core SE STC 46, by Fleming.
Standard Doors: D series by Fleming.
FRAMES
.1
Acoustical and Security Door Frames: 14 gauge thick base metal thickness, welded type
construction.
.2
Standard Door Frames: 16 gauge thick base metal thickness, welded type construction.
2.5
ACCESSORIES
.1
Acoustical Door Accessories:
.1
.2
.3
.2
Compression seal: sound tight neoprene, all 3 sides.
Door bottom: Zero 367A.
Threshold: Zero 564.
Standard and Security Door Accessories:
.1
Door Silencers: Single stud rubber/neoprene.
.3
Glazing Stops: Formed galvanized steel channel, minimum 0.625 inch high, mitred
corners; prepared for countersink style screws.
.4
Glass Sidelights: 6mm clear tempered glass.
2.6
FABRICATION - DOORS
.1
Interior Doors: Welded stiffener construction, longitudinal edges welded, filled and
sanded with no visible edge seams.
.2
Top and Bottom Channels: Inverted, recessed, welded steel channels.
.3
Fabricate doors with hardware reinforcement plates welded in place.
2.7
FABRICATION - FRAMES
.1
Fabricate frames with hardware reinforcement plates welded in place.
.2
Provide three single silencers for single doors.
2.8
FINISHES
.1
Factory Finish: galvanized.
Part 3
Execution
3.1
INSTALLATION
.1
Install components to manufacturer's written instructions.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 08 11 00
METAL DOORS & FRAMES
Page 3
.2
Install doors and frames to CSDMA standards.
.3
Coordinate with gypsum board wall construction for anchor placement.
.4
Set frames plumb, square, level and at correct elevation.
.5
Adjust operable parts for correct clearances and function.
.6
Install glazing; cut glazing tape to length and set against permanent stops; place setting
blocks at 1/3 points with edge block no more than 6 inches from corners.
.7
Install door silencers.
.8
Finish paint in accordance with Section 09 91 15.
3.2
SCHEDULES
.1
See Section 08 71 10 for Door and Hardware Schedule.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
1.2
Section 08 14 15
FLUSH WOOD DOORS
Page 1
Flush wood doors.
RELATED SECTIONS
.1
Section 08 11 00 - Standard Metal Doors & Frames: Steel door frames.
.2
Section 08 71 10 - Door Hardware - General.
.3
Section 09 91 15 - Painting: Site finishing doors.
1.3
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Product Data: Indicate door core materials and construction; veneer species, type and
characteristics; [factory machining criteria] [factory finishing criteria].
.3
Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings,
[undercuts required,] [special bevelling,] [special blocking for hardware,] identify cutouts
for [glazing] [louvers].
1.4
QUALITY ASSURANCE
.1
1.5
Perform work in accordance with AWMAC Quality Standard, Premium Grade.
WARRANTY
.1
Warranty Periods:
.1
.2
Interior Doors: Five (5) years.
Include coverage for delamination of facing, warping beyond industry recognized
tolerances, defective materials.
Part 2
Products
2.1
MANUFACTURERS
.1
Lynden Door.
.2
Substitutions: Refer to Section 01 33 10.
2.2
DOORS
.1
2.3
Flush Interior Doors: 1-3/4 inch thick; solid core construction, Model IC200 PC.
FLUSH DOOR FACING
.1
Facing: Hardboard, 1/8 inch thick; for paint finish.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
2.4
Section 08 14 15
FLUSH WOOD DOORS
Page 2
FABRICATION
.1
2.5
Fabricate non-rated doors in accordance with AWMAC Quality Standards requirements.
FINISHES
.1
Doors shall be shop primed, finish painted on site.
Part 3
Execution
3.1
INSTALLATION
.1
Install doors in accordance with manufacturer's written instructions.
.2
Machine cut for hardware. Core for handsets and cylinders.
.3
Adjust door for smooth and balanced door movement.
.4
Installation Tolerances: Conform to AWMAC requirements for fit and clearance
tolerances and maximum diagonal distortion.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
Section 08 41 10
City of New Westminster
ALUMINUM FRAMED ENTRANCES & STOREFRONTS
David Norman Architect Inc.
Page 1
Part 1
General
1.1
SECTION INCLUDES
.1
Aluminum doors and frames.
.2
Door hardware.
1.2
RELATED SECTIONS
.1
Section 07 92 10 - Joint Sealing: System perimeter sealant.
.2
Section 08 80 55 - Glass and Glazing.
1.3
SYSTEM DESCRIPTION
.1
1.4
Aluminum entrances and storefront system includes tubular aluminum sections, factory
pre-finished, vision glass, related flashings, anchorage and attachment devices.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Product Data: Provide component dimensions, describe components within assembly,
anchorage and fasteners, glass infill, and door hardware.
.3
Shop Drawings: Indicate system dimensions, framed opening requirements and
tolerances, affected related Work and expansion and contraction joint location and
details.
.4
Samples: Submit two (2) illustrating pre-finished aluminum surface, corner construction.
Part 2
Products
2.1
MANUFACTURERS
.1
Standard Aluminum: Series 450 framing, Series 175 door.
.2
Other Acceptable Manufacturers:
.1
.2
Kawneer.
US Aluminum .
.3
Performance Standard: CSA3-S157
.4
Substitutions: Refer to Section 01 33 10.
2.2
MATERIALS
.1
Extruded Aluminum: ASTM B221, 6063 alloy, T5 temper.
.2
Fasteners: Galvanized steel.
New Westminster Police Services Building Alterations – Phase 1
Section 08 41 10
City of New Westminster
ALUMINUM FRAMED ENTRANCES & STOREFRONTS
David Norman Architect Inc.
Page 2
2.3
COMPONENTS
.1
Frame: 1 3/4” x 3 1/2”, flush glazing stops.
.2
Doors: 1 ¾” thick, 3 1/8” wide top rail, 2 1/16” wide vertical stiles, 3 1/8” wide bottom
rail; bevelled glazing stops.
.3
Glass and Glazing Materials: As specified in Section 08 80 55 of Types described below:
.1
.2
.4
Sealant and Backing Materials: As specified in Section 07 92 10 of Types described
below.
.1
.2
2.4
Glass in Interior Lights from floor to 7’ high: Type FG-B (6mm clear tempered).
Glass in Interior Lights above 7’ high: Type FG-A (6mm clear float).
Perimeter Sealant (Type C)
Aluminum Joint Sealant (Type D)
HARDWARE
.1
Hinges: 2400 series continuous gear hinge, standard finish.
.2
Closer: 7600 series, ADA approved, 689 finish, by Dorma
.3
Door Pull: 1000 series offset ‘D’ pull, 1” diameter, polished aluminum finish; 2 total.
.4
Door Holder: standard elephant foot type, 5 inch size, cast zinc material.
2.5
FABRICATION
.1
Fabricate components with minimum clearances and shim spacing around perimeter of
assembly.
.2
Make joints flush, and hairline.
.3
Arrange fasteners and attachments to conceal from view.
.4
Prepare components with internal reinforcement for door hardware.
2.6
FINISHES
.1
Exposed Aluminum Surfaces: Anodized to clear colour.
Part 3
Execution
3.1
PREPARATION
.1
3.2
Verify wall openings and adjoining surface materials are ready to receive work of this
Section.
INSTALLATION
.1
Install wall system to manufacturer's written instructions.
.2
Permanently fasten system to building structure.
New Westminster Police Services Building Alterations – Phase 1
Section 08 41 10
City of New Westminster
ALUMINUM FRAMED ENTRANCES & STOREFRONTS
David Norman Architect Inc.
Page 3
.3
Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional
tolerances, aligning with adjacent work.
.4
Install hardware using templates provided.
.5
Install glass in accordance with Section 08 80 55.
.6
Install perimeter sealant, backing materials, and installation criteria in accordance with
Section 07 92 10.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Hardware for wood and hollow metal doors.
.2
Coordination requirements for owner supplied and installed security hardware.
1.2
RELATED SECTIONS
.1
Section 08 11 00 - Metal Doors and Frames: Hardware for same.
.2
Section 08 14 15 – Flush Wood Doors: Hardware for same.
.3
Section 08 41 10 - Aluminum Framed Entrances and Storefronts: hardware by aluminum
storefront supplier.
1.3
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Product Data: Provide product data on specified hardware.
.3
Shop Drawings: Indicate on shop drawings, locations and mounting heights of each type
of hardware.
.4
Templates: Supply templates to door and frame manufacturers to enable accurate sizes,
locations of cut outs, and reinforcement for hardware.
1.4
QUALITY ASSURANCE
.1
Part 2
1.1
Section 08 71 10
DOOR HARDWARE
Page 1
Hardware Supplier Qualifications: Company specializing in supplying commercial and
institutional door hardware with minimum 3 years documented experience.
Products
DOOR, FRAME & HARDWARE SCHEDULE
Door #01 (Lobby to Meeting Room)
1 ea. Metal Door
3’-0” x 7’-0” x 1 3/4", Standard Type D.
1 ea. PS frame
5 3/4” jamb - 16 gauge, fully welded, c/w stud wall anchors.
Sidelight
2 / 3’-0” wide – see drawings
3 ea.
1 ea.
1 ea.
note:
hinges
CB179 4 1/2 x 4 1/2
626
lockset
L9050-F04-17A
626
stop
wall/floor to suit
C32D
electric strike, card reader, and wiring supplied and installed by Owner.
Door #02 (Corridor to Interview #1)
1 ea. Metal Door
3’-0” x 7’-0” x 1 3/4", Acoustical Whisper Core SE STC46.
1 ea. PS frame
5 3/4” jamb - 14 gauge, fully welded, c/w stud wall anchors.
3 ea.
hinges
CB179-NRP 4 1/2 x 4 1/2
626
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
1 ea.
1 ea.
1 ea.
1 ea.
note:
Section 08 71 10
DOOR HARDWARE
Page 2
lockset
L9050-F04-17A
626
stop
wall/floor to suit
C32D
closer
4011 reg.
689
acoustical gaskets and seals by door manufacturer, all 4 sides
electric strike, card reader, and wiring supplied and installed by Owner.
Door #03 (Corridor to Interview #2)
1 ea. Metal Door
3’-0” x 7’-0” x 1 3/4", Acoustical Whisper Core SE STC46.
1 ea. PS frame
5 3/4” jamb - 14 gauge, fully welded, c/w stud wall anchors.
3 ea.
1 ea.
1 ea.
1 ea.
1 ea.
note:
hinges
CB179-NRP 4 1/2 x 4 1/2
626
lockset
L9050-F04-17A
626
stop
wall/floor to suit
C32D
closer
4011 reg.
689
acoustical gaskets and seals by door manufacturer, all 4 sides
electric strike, card reader, and wiring supplied and installed by Owner.
Door #04 (Corridor to Patrol Office)
All hardware supplied by aluminum storefront manufacturer
2.1
MANUFACTURERS
.1
2.2
New hareware specified by Schlage Lock Company, or approved equivalent.
KEYING
.1
The contractor shall employ the City’s locksmith to key all new locks.
.2
Supply 2 keys for each lock. Supply 2 master keys for each keyed group.
Part 3
Execution
3.1
PREPARATION
.1
Coordinate work of this section with other directly affected sections involving
manufacturer of and internal reinforcement for door hardware.
.2
Ensure that door and frame components are ready to receive work and dimensions are
as indicated on shop drawings.
.3
Ensure that power supply for electric strikes and card readers is accessible to City’s
security contractor.
.4
Beginning of installation means acceptance of site conditions.
3.2
INSTALLATION
.1
Install hardware to manufacturer's written instructions and requirements of Canadian
Steel Door and Frame Manufacturers Association.
.2
Use the templates provided by hardware item manufacturer.
.3
Adjust operation, clean and protect.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
Cith of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
1.2
Section 08 80 55
GLASS & GLAZING
Page 1
Glass and glazing for aluminum framed partitions and doors.
RELATED SECTIONS
.1
1.3
Section 08 41 10 - Aluminum Framed Entrances and Storefronts: Glazed aluminum
work.
SYSTEM DESCRIPTION
.1
Glass and glazing materials of this section shall provide continuity of building enclosure
air barrier and vapour retarder.
.2
Perform Work in accordance with GANA Glazing Manual.
.3
Select glazing compounds and sealants in accordance with glass manufacturers
instructions.
1.4
WARRANTY
.1
Warranty Period: Five (5).
Part 2
Products
2.1
MANUFACTURERS
.1
Garibaldi Glass
.2
Substitutions: Refer to Section 01 33 10.
2.2
FLAT GLASS MATERIALS
.1
Float Glass (Type FG-A): CAN/CGSB-12 3, glazing quality; 6mm thick minimum.
.2
Tempered Glass (Type FG-B): CAN/CGSB-12.13, Type 2 - Tempered, clear, 6mm thick
minimum.
2.3
GLAZING ACCESSORIES
.1
Setting Blocks: as recommended by manufacturer.
.2
Glazing Splines: as recommended by manufacturer.
Part 3
Execution
3.1
PREPARATION
.1
Clean contact surfaces with solvent and wipe dry.
New Westminster Police Services Building Alterations – Phase 1
Cith of New Westminster
David Norman Architect Inc.
.2
3.2
Section 08 80 55
GLASS & GLAZING
Page 2
Prime surfaces scheduled to receive sealant.
INSTALLATION
.1
3.3
Install glass into aluminum storefront frames in accordance with manufacturer’s
recommendations, and in accordance with GANA Glazing manual.
CLEANING
.1
Remove glazing materials from finish surfaces.
.2
Remove labels after Work is complete.
.3
Clean glass.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Gypsum board and joint treatment.
.2
Acoustical gypsum interior board.
1.2
Section 09 21 17
GYPSUM BOARD ASSEMBLIES
Page 1
RELATED SECTIONS
.1
1.3
Section 07 92 10 – Joint Sealing.
PERFORMANCE REQUIREMENTS
.1
1.4
Acoustic Attenuation for Identified Interior Partitions (Interview Rooms): 55 STC in
accordance with ASTM E90.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Shop Drawings: Indicate special details associated with acoustic seals.
1.5
QUALITY ASSURANCE
.1
Perform Work in accordance with ASTM C840 GA-214 and GA-216.
Part 2
Products
2.1
MANUFACTURERS
.1
Regular Gypsum Board: CGC, Georgia Pacific, or approved equivalent.
.2
Acoustic Gypsum Board: Pabco Gypsum, supplied locally by Winroc.
.3
Substitutions: Refer to Section 01 33 10.
2.2
MATERIALS
.1
Regular Gypsum Board:
.1
.2
.3
.4
.2
ASTM C1396/C1396M, paper-faced.
Regular Core: 5/8” thick (partitions), ½” thick (ceiling bulkheads).
Width: 48 inches.
Length: Maximum available length in place, ends square cut.
Acoustical Gypsum Board:
.1
.2
.3
.4
QuietRock ES.
Acoustical Core: 5/8” thick.
Width: 48 inches.
Length: Maximum available length in place, ends square cut.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
2.3
Section 09 21 17
GYPSUM BOARD ASSEMBLIES
Page 2
FURRING MATERIALS
.1
2.4
Furring, Framing, and Accessories: ASTM C645 GA-216.
ACCESSORIES
.1
Acoustic Insulation: CAN/ULC-S702; preformed glass fibre, friction fit type, kraft faced, 3
1/2" inch thick.
.2
Acoustic Mastic: ‘Quiet Putty’, supplied by acoustic drywall manufacturer, or approved
equivalent.
.3
Acoustic Sealant (Type B): see Section 07 92 10 – Joint Sealing.
.4
Latex Sealant (Type A): see Section 07 92 10 – Joint Sealing, for finish joints between
gypsum board and adjacent materials.
.5
Corner Beads: ASTM C1047 GA-216, Metal corner bead.
.6
Joint Materials: ASTM C475 GA-216, reinforcing tape, joint compound, adhesive, and
water.
.7
Gypsum Board and Sheathing Fasteners: Screws, ASTM C1002, Type S
Part 3
Execution
3.1
ACOUSTIC ACCESSORIES INSTALLATION
.1
Place acoustic insulation in partitions tight within spaces, around cut openings, behind
and around electrical and mechanical items within or behind partitions, and tight to items
passing through partitions.
.2
Install acoustical mastic at all panel and penetration joints. Install acoustic boots around
all penetrations (elec boxes, etc.). Install in strict conformance with manufacturer’s
instructions.
.3
Completed installation shall be continuous with no gaps, holes, or cracks.
.4
Call for inspection by Consultant of completed acoustic gypsum installation prior to
covering with t-bar, wall base, cover plates, etc.. Completed installation may be tested for
compliance with specified STC rating.
3.2
GYPSUM BOARD INSTALLATION
.1
Install regular gypsum board in accordance with ASTM C840 GA-216 and manufacturer's
written instructions.
.2
Install acoustic gypsum board in accordance with manufacturer’s instructions, and in
accordance with test report OL 11-0333 to obtain the specified sound rating.
.3
Erect single layer standard gypsum board in most economical direction, with ends and
edges occurring over firm bearing.
.4
Use Type S screws when fastening gypsum board to metal furring or framing, every 16”
minimum.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 09 21 17
GYPSUM BOARD ASSEMBLIES
Page 3
.5
Place corner beads at external corners. Use longest practical length. Place edge trim
where gypsum board abuts dissimilar materials.
.6
STC-Rated Assemblies: Seal construction at perimeters, behind control joints, and at
openings and penetrations with a continuous bead of acoustical sealant in accordance
with ASTM E-90. Install acoustical sealant at both faces of partitions at perimeters and all
penetrations. Use acoustic mastic behind outlet or other boxes. Wrap the putty
completely around the back side of the box, so that it makes continuous contact with the
back face of the acoustical gypsum board.
.7
Call for inspection by Consultant of completed acoustic gypsum installation prior to
covering with t-bar, wall base, cover plates, etc.. Completed installation may be tested for
compliance with specified STC rating.
3.3
JOINT TREATMENT
.1
Finish in accordance with GA-214 Level 4.
.2
Sanding is not required at surfaces above suspended ceilings.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
Section 09 22 15
City of New Westminster
NON-STRUCTURAL METAL STUD FRAMING
David Norman Architect Inc.
Page 1
Part 1
General
1.1
SECTION INCLUDES
.1
Formed metal stud framing.
.2
Framing accessories.
.3
Seismic requirements.
1.2
RELATED SECTIONS
.1
Section 09 21 17 - Gypsum Board Assemblies: Metal studs for partitioning; and metal
framing for ceiling bulkheads.
.2
Section 09 51 10 – Acoustical Panel Ceilings: Seismic requirements.
1.3
SYSTEM DESCRIPTION
.1
Metal stud framing for interior walls, with:
.1
1.4
Gypsum board specified in Section 09 21 17.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Shop Drawings: Indicate component details, [stud layout] [framed openings] [anchorage
to structure] [type and location of fasteners] and accessories or items required of other
related work.
1.5
SEISMIC REQUIREMENTS
.1
The Contractor shall engage a professional structural engineer, registered in the Province
of BC, who will provide sealed design drawing/s and Schedule B, and C-B letters of
assurance, demonstrating compliance of the complete partition and ceiling systems
(drywall partittions, t-bar ceilings, drywall ceilings) with Part 4 of the BC Building Code –
2012.
.2
Coordinate seismic design with the requirements indicated in the mechanical and
electrical specifications.
1.6
QUALITY ASSURANCE
.1
Perform Work in accordance with ASTM C754.
Part 2
Products
2.1
FRAMING MATERIALS
.1
Studs: ASTM C645, electro-galvanized, non-load bearing rolled steel, channel shaped,
punched for utility access, as follows:
.1
Width: 3 5/8 inch.
New Westminster Police Services Building Alterations – Phase 1
Section 09 22 15
City of New Westminster
NON-STRUCTURAL METAL STUD FRAMING
David Norman Architect Inc.
Page 2
.2
Thickness: 25 ga..
.2
Runners: Of same material and finish as studs, bent leg retainer to receive studs.
.3
Furring and Bracing Members: Of same material and finish as studs, thickness to suit
purpose.
.4
Fasteners: Self drilling, self tapping screws.
.5
Anchorage Devices: Power driven.
.6
Acoustic Sealant: As specified in Section 09 21 17.
.7
Primer: Zinc rich for galvanized surfaces.
Part 3
Execution
3.1
INSTALLATION
.1
Place two beads of acoustic sealant between runners, studs and substrate.
.2
Align and secure top and bottom runners at 24 inches oc.
.3
Fit runners under and above openings; secure intermediate studs at spacing of wall
studs.
.4
Install studs vertically at 24 inches oc. Align stud web openings.
.5
Secure studs to tracks. Brace stud framing system and make rigid.
.6
Stud splicing is not permissible.
.7
Construct corners using minimum three studs. Double stud at wall opening, door and
window jambs, not more than 2 inches each side of openings.
.8
Coordinate erection of studs with requirements of door frame supports and attachments.
.9
Coordinate installation of bucks, anchors, and blocking with electrical and mechanical
work to be placed in or behind stud framing.
.10
Blocking and Reinforcement for wall mounted items: Secure to studs.
.11
Refer to Drawings for location of partitions extending to ceiling only, and partitions
extending through ceiling to structure above. Maintain clearance under structural building
members to avoid deflection transfer to studs.
.12
Coordinate placement of insulation in multiple stud spaces made inaccessible after stud
framing erection, such as double studs at door openings.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Suspended metal grid ceiling system.
.2
Acoustical panels.
1.2
Section 09 51 10
ACOUSTICAL PANEL CEILINGS
Page 1
RELATED SECTIONS
.1
1.3
Section 09 22 15 – Non Structural Metal Stud Framing: seismic requirements.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Samples:
.1
1.4
Submit two (2) samples in size illustrating material and finish of acoustic units.
SEISMIC REQUIREMENTS
.1
The Contractor shall engage a professional structural engineer, registered in the Province
of BC, who will provide sealed design drawing/s and Schedule B, and C-B letters of
assurance, demonstrating compliance of the complete ceiling system with Part 4 of the
BC Building Code – 2012.
1.5
MAINTENANCE SUBMITTALS
.1
Maintenance Material: Provide extra ceiling panels to Owner, quantity equal to
5% of installed ceiling area.
Part 2
Products
2.1
MANUFACTURERS - SUSPENSION SYSTEM
.1
Armstrong.
.2
Other Acceptable Manufacturers:
.1
.2
.3
2.2
Bailey Metal Products
Donn Products
Substitutions: Refer to Section 01 33 10.
SUSPENSION SYSTEM MATERIALS
.1
Grid: 15/16” interlocking tee system consisting of main tees and cross tees.
.2
Accessories: edge mouldings required for suspended grid system.
.3
Grid Materials: Commercial quality cold rolled steel with galvanized coating.
.4
Grid Finish: White colour.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
.5
2.3
Section 09 51 10
ACOUSTICAL PANEL CEILINGS
Page 2
Support Channels and Hangers: Galvanized steel, to rigidly secure ceiling system with
maximum deflection of 1:360.
MANUFACTURERS - ACOUSTIC UNITS
.1
Armstrong.
.2
Other Acceptable Manufacturers:
.1
.3
2.4
CGC
Substitutions: Refer to Section 01 33 10.
ACOUSTIC UNIT MATERIALS
.1
Standard Acoustic Panels: “Cortega" #747
.1
.2
.3
.4
.5
.2
Size: 24 x 48 inch.
Thickness: 5/8 inch.
Composition: Mineral fibre.
Edge: Square.
Surface Colour: White.
Fiberglass Acoustic Panels: “Optima" #3153
.1
.2
.3
.4
.5
Size: 24 x 48 inch.
Thickness: 1 inch.
Composition: Fiberglass.
Edge: Square.
Surface Colour: White.
Part 3
Execution
3.1
EXAMINATION
.1
Verify that layout of hangers will not interfere with other work.
.2
Verify that site conditions are ready to receive work.
.3
Beginning of installation means acceptance of site conditions.
3.2
INSTALLATION
.1
Install system in accordance with manufacturer's written instructions and as
supplemented in this section.
.2
Hang system independent of walls, columns, ducts, pipes and conduit.
.3
Where ducts or other equipment prevent the regular spacing of hangers, reinforce the
nearest affected hangers to span the extra distance.
.4
Locate system according to Reflected Ceiling Plan.
.5
Install edge moulding at intersection of ceiling and vertical surfaces.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Section 09 51 10
ACOUSTICAL PANEL CEILINGS
Page 3
.6
Fit acoustic units in place, free from damaged edges.
.7
Tolerances: Variation from Flat and Level Surface: <1/8 inches in 10 ft.
3.3
SCHEDULE
.1
Standard Ceiling Panels: Meeting Room.
.2
1” Fiberglass Ceiling Panels: Interview Rooms.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
1.2
Section 09 68 13
TILE CARPETING
Page 1
Tile carpeting and floor preparation.
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Product Data: Provide product data on specified products, describing physical and
performance characteristics; sizes, patterns, colours available, and method of installation.
.3
Samples: Submit one (1) sample of full size tile; 1 manufacturer’s sample book
illustrating colour and patterns for available for specified carpet tile style.
1.3
MAINTENANCE SUBMITTALS
.1
1.4
Maintenance Material: Provide surplus carpet tile, min. 5% of installed floor area of each
colour specified.
REGULATORY REQUIREMENTS
.1
Conform to applicable code for carpet flammability requirements of CAN/ULC-S102 and
ASTM E84.
Part 2
Products
2.1
MANUFACTURERS
.1
Approved Manufacturers:
.1
.2
.3
.2
2.2
Shaw Contract Group
Tandus Centiva
Interface
Substitutions: Refer to Section 01 33 10.
MATERIALS
.1
Carpet Tile:
.1
.2
.3
.4
.5
.6
.7
.8
.9
.10
Carpet Tile Style: #59387 ‘repartee’
Colour: #87500 "witty reply"
Construction: textured loop
Fiber: 100% nylon
Stiches per inch: 13.0
Tuted weight: 22.00 oz.
Finished pile thickness: .091 in.
Dye method: 100% solution dyed.
Warranty: lifetime commercial
Installation method: glue-down
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
2.3
Section 09 68 13
TILE CARPETING
Page 2
ACCESSORIES
.1
Sub-Floor Filler: White premix latex type to form a cementitious paste, as recommended
by carpet tile manufacturer for the job specific substrate
.2
Carpet tile adhesive: release type, as recommended by carpet tile manufacturer.
.3
Reducer Strips: black vinyl, by Johnsonite or approved equivalent.
.4
Resilient Base: vinyl cove base (VCB), 4" x 1/8", black, by Johnsonite or approved
equivalent.
.5
Resilient Base adhesive: as recommended by manufacturer.
Part 3
Execution
3.1
PREPARATION
.1
Clean existing tile flooring substrate (ceramic tile).
.2
Fill cracks, joints, holes, and other defects with sub-floor filler to provide a smooth level
substrate.
3.2
INSTALLATION
.1
Apply adhesive and carpet tile to manufacturers' instructions.
.2
Verify carpet pattern match before installation to ensure minimal variation between dye
lots.
.3
Verify carpet tile layout and joint pattern with Consultant prior to commencing installation.
.4
Carpet tile installation pattern shall be quarter turn.
.5
Cut and fit carpet tile around interruptions.
.6
Fit carpet tile tight to intersection with vertical surfaces without gaps.
.7
Install VCB in accordance with manufacturer’s instructions.
.8
Provide reducer strips where carpet tile meets different floor finishes. Locate the reducer
strips below doors, so that the strip is hidden when the door is in the closed position.
3.3
CLEANING
.1
Clean and vacuum carpet surfaces.
END OF SECTION
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
Part 1
General
1.1
SECTION INCLUDES
.1
Surface preparation.
.2
Surface finish schedule at end of section.
1.2
Section 09 91 15
PAINTING
Page 1
SUBMITTALS
.1
Section 01 33 10: Submission procedures.
.2
Samples: Samples: Submit two 8 ½” x 11” drawdown representative samples of each
paint product specified indicating selected colour, gloss and texture..
1.3
QUALITY ASSURANCE
.1
1.4
Perform Work to MPI (Master Painters Institute) - Architectural Painting Specification
Manual, or Maintenance Repainting Manual (MRM).
ENVIRONMENTAL REQUIREMENTS
.1
Provide continuous ventilation and heating facilities to maintain surface and ambient
temperatures above 7 degrees C for 24 hours before, during and 48 hours after
application of finishes.
Part 2
Products
2.1
MANUFACTURERS
.1
2.2
Acceptable Manufacturers: all manufacturers shall be in accordance with MPI Painting
Specification Manual “Approved Product” listing.
MATERIALS
.1
Acceptable Products: all materials shall be in accordance with MPI Painting Specification
Manual “Approved Product” listing, and shall be MPI Premium Grade, unless noted
otherwise.
.2
Use paint materials of single manufacturer for each paint system.
.3
All material shall have low VOC content where possible.
Part 3
Execution
3.1
EXAMINATION
.1
Verify that surfaces are ready to receive work as instructed by the product manufacturer.
.2
Measure moisture content of surfaces using an electronic moisture meter. Do not apply
finishes unless moisture content of surfaces are below the recommended maximum.
.3
Beginning of installation means acceptance of site conditions.
New Westminster Police Services Building Alterations – Phase 1
City of New Westminster
David Norman Architect Inc.
3.2
PREPARATION
.1
3.3
Prepare surfaces to receive paint as per Chapter 2 - Section 3 and Chapter 3- Section 3
of the MPI Manual, or Maintenance Repainting Manual (MRM).
APPLICATION
.1
Apply products in accordance with MPI Manual, or Maintenance Repainting Manual
(MRM).
.2
Paint all exposed to view surfaces.
3.4
PROTECTION
.1
3.5
Protect other surfaces from paint or damage. Repair damage.
CLEANING
.1
3.6
As work proceeds, promptly remove paint where spilled, splashed, or spattered.
SCHEDULE - INTERIOR SURFACES
.1
Existing Wood Millwork- Transparent:
.1
.2
.2
.3
INT 5.3M High Performance Architectural Latex.
Gloss Level: 5 (semi-gloss).
New Wood Door:
.1
.2
.4
The painting contractor shall inspect the existing millwork to determine the type
of existing clear finish, and provide 1 topcoat of compatible clear varnish.
Gloss Level: Satin
New Metal Doors & Frames:
.1
.2
INT 6.3A High Performance Architectural Latex.
Gloss Level: 5 (semi-gloss).
New & Existing Gypsum Board:
.1
.2
3.7
Section 09 91 15
PAINTING
Page 2
INT 9.2A Latex.
Gloss Level: 3 (eggshell).
SCHEDULE – COLOURS
.1
See Finishes Plan drawing for Colour Legend.
END OF SECTION