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Volume 1 of 1
BID DOCUMENTS: NOVEMBER 19TH, 2013
PROJECT MANUAL
Greenwich Public Schools
ISD Gym Window Replacement
Board of Education Bid Number:
988-13
KSQ Project # 1317908.00
Architect:
KSQ Architects, P.C.
235 Main Street, Suite 410
White Plains, NY 10601
T. 914.682-3700
F. 917.591.7013
www.ksqarchitects.com
Owner:
Greenwich Public Schools
290 Greenwich Avenue
Greenwich, CT 06830
Facility Names:
Western Middle School
55 Florence Road, Riverside, CT 06878
Construction Manager:
School Construction Consultants, Inc.
190 Motor Parkway Suite 201
Hauppauge, NY 11788
Structural Engineer:
MEP Engineer:
Environmental Engineer:
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0110 - TABLE OF CONTENTS
DIVISION 0 - BIDDING DOCUMENTS, CONTRACTS AND CONDITIONS
00 0101
00 0110
00 0300
00 0301
COVER
TABLE OF CONTENTS
INVITATION TO BIDDERS (LETTER)
INSTRUCTIONS TO BIDDERS
00 0400
00 0410
BID FORM
CONTRACTOR'S QUALIFICATION STATEMENT
00 0460
00 0461
00 0462
NON-COLLUSIVE AFFIDAVIT
PREVAILING WAGE SCHEDULE
REFERENCES
00 0472
00 0473
00 0474
FORM OF BID BOND
CERTIFICATE AS TO CORPORATE PRINCIPAL
PERFORMANCE MAINTENANCE AND PAYMENT BOND
00 0481
00 0482
00 0483A
00 0483B
00 0483C
INSURANCE PROCEDURE
INSURANCE REQUIREMENTS
SAMPLE ENDORSEMENT LETTER
A.M. BEST KEY RATING
AFFIRMATIVE ACTION COMPLIANCE AFFIDAVIT
00 0484
SAMPLE CONTRACT
00 0485
00 0486
CONSENT OF SURETY
AFFIDAVIT FOR FINAL PAYMENT
00 8500
LIST OF DRAWINGS
DIVISION 1- GENERAL REQUIREMENTS
01 1000
01 1100
01 2100
01 2300
01 2600
01 2900
01 3119
01 3300
01 3301
01 4000
01 5000
01 6000
01 7329
01 7400
01 7423
01 7700
01 7701
01 7823
SUMMARY OF WORK
MILESTONE SCHEDULE
ALLOWANCES
ALTERNATES
MODIFICATION PROCEDURES
PAYMENT PROCEDURES
PROJECT MEETINGS
ELECTRONIC SUBMITTAL PROCEDURES
SUBMITTAL COVER PAGE
QUALITY REQUIREMENTS
TEMPORARY FACILITIES AND CONTROLS
PRODUCT REQUIREMENTS
CUTTING AND PATCHING
WARRANTIES
CLEANING UP
EXECUTION AND CLOSEOUT REQUIREMENTS
CHECKLIST FOR PROJECT CLOSEOUT AND PROCESSING OF FINAL PAYMENT
OPERATION AND MAINTENANCE DATA
TABLE OF CONTENTS
00 0110 - 1 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
01 7839
NOVEMBER 19TH, 2013
PROJECT RECORD DOCUMENTS
DIVISION 2 – SITE WORK
02 4119 SELECTIVE STRUCTURAL DEMOLITION
DIVISION 6 - WOOD AND PLASTICS
06 1000 ROUGH CARPENTRY
DIVISION 7- THERMAL AND MOISTURE PROTECTION
07 4700 ALUMINUM SOFFIT PANELS
07 8400 FIRESTOPPING
07 9200 JOINT PROTECTION
DIVISION 8 – DOORS AND WINDOWS
08 1113
08 1255
08 4523
08 5113
08 7100
08 8000
HOLLOW METAL DOORS AND FRAMES
ALUMINUM FRAMES & F.R.P. DOORS
INSULATED TRANSLUSCENT FIBERGLASS WALL SYSTEM
ALUMINUM WINDOWS
FINISH HARDWARE
GLAZING
DIVISION 9 – FINISHES
09 5113 ACOUSTICAL PANEL CEILINGS
09 9100 PAINTING
DIVISION 10 – SPECIALTIES
ALL MECHANICAL, ELECTRICAL, & PLUMBING SPECIFICATIONS ARE INDICATED ON
THOSE RESPECTIVE DRAWINGS.
END OF SECTION 00 0110
TABLE OF CONTENTS
00 0110 - 2 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
GREENWICH PUBLIC SCHOOLS
Purchasing Department
290 Greenwich Ave.
Greenwich, Connecticut 06830
(203) 625-7400
Fax (203) 625-7677
EUGEGE H. WATTS
Senior Buyer
November 19th, 2013
Dear Sir / Madam:
You are invited to submit a bid for ISD Gym Window Replacement for Greenwich Public Schools at the
International School at Dundee. This bid will be a lump sum for your work or material in accordance with
the plans and specifications or the work on the following project. The attached bid specifications detail the
requirements we are looking for.
Bidders are urged to read all documents carefully and fill out all information requested. Bids which are
incomplete, obscure, or conditional, and which contain irregularities of any kind, will be subject to
rejection for failure to comply strictly with these conditions.
Bids must be submitted on the schedule form attached hereto. All unit prices must be filled in. Each bid
must be submitted with one (1) original and three (3) copies of the bid. Bidders must submit bids in a
clear, concise, and legible manner so as to permit proper evaluation of responsive bids. Faxed bids will
not be accepted. The original bid and copies must be in sealed envelope plainly marked:
International School at Dundee – Gym Window Replacement - BID NUMBER:
988-13
A.
Pre-Bid Conference:
1.
Date: November 25th, 2013
2.
Time: 12:00 PM
3.
Location: International School at Dundee
4.
Address: 55 Florence Road, Riverside, CT 06878
5.
Prospective bidders are strongly encouraged to attend.
B.
Bid Due Date:
1.
Sealed proposals will be received as indicated below, and at that time and place will be
publicly opened and read aloud.
2.
Date: December 10th, 2013
3.
Time: 12:00 PM local time
4.
Location: Havemeyer Building
5.
Address: GREENWICH PUBLIC SCHOOLS, 290 Greenwich Ave., Greenwich,
Connecticut 06830, (203) 625-7400
6.
All bidders and other interested persons are invited to be present at the opening of this
bid opening(s).
Additional information for bidding is provided in the Instructions to Bidders.
Very truly yours,
Eugene H. Watts
INVITATION LETTER
00 0300 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0301 - INSTRUCTIONS TO BIDDERS
PART 1 - GENERAL
1.1
The Greenwich Public Schools, Greenwich, CT, invites bid proposals for the following:
A.
ISD Gym Window Replacement for the Greenwich Public Schools at the following schools:
International School at Dundee – 55 Florence Road, Riverside, CT 06878
1.2
BACKGROUND:
A.
TOWN / DISTRICT: The Town of Greenwich is approximately 30 miles northeast of New York
City and has a population of about 60,000 residents. The Greenwich Public Schools enjoy a
national reputation for excellence and have strong support from the community. The fifteen
public schools have an enrollment of 9,000 students and consists of eleven elementary schools
(K-5), three middle schools (6-8), and one comprehensive high school (9-12).
B.
ARCHITECT: KSQ Architects, PC, 235 Main Street, White Plains, NY 10601, 914.682.3700.
C.
CONSTRUCTION MANAGER: School Construction Consultants, 190 Motor Parkway, Suite
201, Hauppauge, NY 11788.
1.3
SCHEDULE:
A.
B.
Bidding Documents Available:
1.
Digital Viewing: At 2:00 PM on Tuesday November 19th, 2013. Project Specifications
can be viewed at the Greenwich Public Schools website: www.greenwichschools.org
2.
At 2:00 PM on November 19th, 2013 copies of said Bidding Documents can be
purchased from ARC/TRI-STATE, 87 Taylor Avenue, Norwalk, CT 06854, (tel)
203.866.5600 Attn: Peter Rowland. Documents may be viewed at www.bpirepro.com.
Pre-Bid Conference:
1.
2.
3.
4.
5.
C.
Date: November 25th, 2013
Time: 12:00 PM
Location: International School at Dundee
Address: 55 Florence Road, Riverside, CT 06878
Prospective bidders are encouraged to attend.
Bid Due Date:
1.
2.
3.
4.
5.
6.
Sealed proposals will be received as indicated below, and at that time and place will be
publicly opened and read aloud.
Date: December 10th, 2013
Time: 12:00 AM local time
Location: Havemeyer Building
Address: GREENWICH PUBLIC SCHOOLS, 290 Greenwich Ave., Greenwich,
Connecticut 06830, (203) 625-7400
All bidders and other interested persons are invited to be present at the opening of this
bid opening(s).
INSTRUCTIONS TO BIDDERS
00 0301 - 1 of 5
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
D.
QUESTIONS:
1.
2.
3.
4.
5.
1.4
NOVEMBER 19TH, 2013
Questions concerning this bid will be received by email only and directed to:
a. [email protected].
In the subject line you must put BID #988-13, ISD Gym Window Replacement.
All questions must be submitted no later than noon, December 3rd, 2013.
All answers will be provided by written BID ADDENDUM at www.greenwichschools.org
at noon on December 5th, 2013. It is the responsibility of all bidders to verify that they
current with all.
Failure to comply with these conditions will result in the bidder waiving his right to dispute
the bid specifications and conditions.
BID SUBMISSION / REQUIREMENTS:
A.
Each bid shall be signed and accompanied by a bid security payable to the Town of Greenwich
in the amount of ten (10%) of the bid and shall be in the form of a Bid Bond only as issued in the
bid documents. Bid Bonds must use the Greenwich Public Schools Bid Bond Form (included
within the bid documents), issued by a surety company listed on the current U.S. Dept of
Treasury’s Federal Register and be licensed to underwrite bonds in the State of Connecticut.
B.
Each bid shall be accompanied by a completed copy of the CONTRACTOR'S QUALIFICATION
STATEMENT included in the bid documents. The Greenwich Public Schools reserves the right
to request further information and/or supplemental information with respect to the
QUALIFICATION STATEMENT of its sole discretion.
C.
Each bidder shall utilize the specified manufacturers. Should the contractor desire to substitute
other articles, materials, apparatus, products or process, other than those specified or approved
as equal, the contractor shall apply to the architect, in writing, for approval of such substitution.
It should be noted that the bid shall not be based on a substituted article, material, apparatus,
product or process. No substitution review shall take place prior to bid.
D.
Each form of the bid contains a section for alternates and for unit prices. All alternates prices
must be completed with a dollar value. Blanks, “Not Applicable” (N/A), “No Effect”, etc in these
portions of the BID FORM shall be construed to indicate that the particular alternate shall be
performed without increased to the contract price as they relate to the scope of the trade
package.
E.
Unit prices which do not affect the work all the bidder’s trade may be filled in “Not Applicable” or
“(N/A)”. “Not Applicable” or Blanks in these Bid Forms shall be construed to indicate that the
unit price is not applicable as it relates to the scope of the trade package.
F.
TAX: No amount shall be added for the Connecticut sales tax or Federal tax. The Greenwich
Public School system is exempt from the payment of taxes imposed by the Federal government
and/or State of Connecticut. Taxes must not be included in the bid price.
G.
PERMIT FEES: Greenwich Public Schools will secure the building permit(s) and upon award of
the Contract they will be transferred to the awarded contractor / vendor. No cost should be
included in the base bid for the building permit.
H.
WAGES: All work shall be done in accordance with applicable State statutes; conditions of
Prevailing Wages shall apply. Prevailing Wage Schedule provided herein is for demonstrable
purposes only. It is the responsibility of the bidder / vendor to verify actual rates.
INSTRUCTIONS TO BIDDERS
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GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
I.
NOVEMBER 19TH, 2013
COLLUSION AMONG BIDDERS:
1.
2.
3.
More than one offer from an individual, firm, partnership, corporation, or association
under the same or different name will be rejected. Reasonable grounds for believing that
a bidder is interested in more than one bid for the work contemplated will cause rejection
of all bids in which the bidder is interested. Any or all bidders will be rejected if there is
any reason for believing that collusion exists among the bidders.
Participants in such collusion may not be considered in the future offers for the same
work. Each bidder, by submitting a bid, certifies that it is not part to any collusive action.
Each bid shall be accompanied by a completely filled in and properly executed NonCollusive Affidavit, provided.
J.
EMPLOYMENT DISCRIMINATION BY CONTRACTOR PROHIBITED: The successful bidder
will not discriminate against any employee or applicant for employment because of race,
religion, color, sex, or nation origin, except where religion, sex or national original is a bona fide
occupational qualification reasonably necessary to the normal operation of the contractor. The
successful bidder agrees to post in a conspicuous place, available to employees and applicants
for employment, notices setting forth the provision of this nondiscrimination clause. The
successful bidder in all solicitations or advertisements for employment, placed by or on behalf of
the contractor, will state that such successful bidder in an EQUAL OPPORTUNITY
EMPLOYER.
K.
QUALIFICATIONS: No qualifications to the bid are allowed. If bids are qualified, they may be
deemed non-responsive and subsequently rejected.
L.
No Bidder may withdraw their Bid within 90 days after the actual date of Bid Opening.
M.
COPIES: Failure to submit a bid with four copies does not constitute a material defect.
N.
BID EVALUATION: A committee composed of various administrators will evaluate bids. The
following criteria guidelines will be used in analyzing and evaluating this bid:
1.
Conformance to the requirements of this bid, i.e. conformance to Terms, Conditions and
Scope of Work.
2.
Proven skills and technical competence.
3.
Background of the firm.
4.
For Vendor firm, identification of all personnel who will have a principal responsibility.
5.
The Board of Education may consider proximity of the vendor’s service as a factor in
determining lowest responsible bid. Companies must be located within 60 miles of the
School District in order to submit a bid.
6.
The Board of Education shall have the right to take such steps as it deems necessary to
determine the ability of the bidder to perform the work and the bidder shall furnish the
Board of Education with information and data for this purpose as the Board of Education
may request. The right is reserved to reject any bid where, on investigation, the evidence
or information submitted by such bidders does not satisfy the Board of Education that the
bidder is qualified to carry out properly the terms of the Contract.
7.
Apparent low bidder agrees to submit the following Supplements to Greenwich Pubic
Schools within 48 hours after submission of the Bid for consideration in award of the
Contract:
a.
Subcontractors; Include the names of all Subcontractors and the portions of the
Work they will perform.
b.
Cost Breakdown identifying the Bid Price/Sum segmented into portions as
requested, broken down per school building. (Schedule of Values)
INSTRUCTIONS TO BIDDERS
00 0301 - 3 of 5
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
O.
AWARD: The Contract shall be awarded to the lowest responsible and qualified bidder,
meaning the bidder whose bid is the lowest of those bidders possessing the skill, ability, and
integrity necessary to faithfully perform the work based on objective criteria considering past
performance and financial responsibility. In considering past performance, the Greenwich
Public Schools shall evaluate the skill, ability, and integrity of bidders in terms of the bidders’
fulfillment of contract obligations and all the bidders’ experienced or lack of experience with
projects of similar size and scope. The Greenwich Public Schools reserves the right to consider
as unqualified to do the work required by the bid documents any bidder that does not habitually
perform with its own forces the major portion of the work involved in the bid documents. No
contract will be awarded to any bidder who is at time of award not qualified under applicable
regulations issued by the Secretary of Labor, United States of Department of Labor, or any
applicable State and local laws and regulations.
P.
REJECTION: after review of all sectors, terms, and conditions, including price, Greenwich
Public Schools reserves the right to reject any and all bids, or any part thereof, or waive defects
in same.
Q.
Any bid may be withdrawn prior to the opening time and date. Any bids received after the
specified time and date will not be considered.
1.5
BIDDER QUALIFICATIONS:
A.
The Contractor shall hold a current “DAS Contractor Prequalification Certificate” (not a
predetermination letter) from the Department of Administrative Services of the State of
Connecticut according to Connecticut General Statutes Section 4a-100, 4b-101, 4b-91,
previously stated as Public Act 03-215 and as amended by Public Act 04-141.
B.
Bidders shall submit with their bids a “DAS Contractor Prequalification Certificate” as well as a
current “Update (bid) Statement”.
C.
Questions regarding these requirements should be directed to the State of Connecticut, DAS.
Contact information can be found at www.das.state.ct.us.
D.
Companies must be located within 60 miles of the School District in order to submit a bid.
E.
Companies submitting a bid must be in business under the same corporate name for a
minimum of five (5) years.
F.
Non-Connecticut Contractors: Pursuant to Connecticut General Statutes §12-430(7), as
amended by Public Act No. 11-61, Section 66, a non-resident contractor shall comply with the
State of Connecticut’s bonding requirements.
1.6
CONTRACT:
A.
PRIME CONTRACT will be let for:
1.
General Construction
2.
Bid awards must be approved by the Greenwich Public Schools. All contractors shall be
required to execute the Greenwich Public Schools standard form of Contract and
accompanying Payment & Performance Bonds without exception.
B.
LENGTH: This bid is for awarding the contract to cover the period beginning July 1, 2014. Once
this Bid is awarded, successful bidder must make arrangements to meet with Greenwich Public
Schools as required.
INSTRUCTIONS TO BIDDERS
00 0301 - 4 of 5
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
C.
OPTION TO EXTEND: The Board of Education may, at their option and with the approval of the
vendor, extend the period of the Contract for the 2013-2014 and 2014-2015 school years. If the
Board of Education intends to extend the contract period, the vendor shall be notified in writing
by the purchasing department at least fourteen (14) calendar days prior to the expiration of the
original contract.
D.
AWARD OF CONTRACT: The contract will be awarded by the Board of Education to a qualified
firm or person at compensation determined to be fair and reasonable considering budgetary
limitations, scope, complexity, and the nature of goods and/or services.
1.
If there is a conflict between the Contract Agreement and the General Conditions, the
Contract Agreement shall prevail.
2.
The successful bidder will produce for the Greenwich Public Schools review a current
financial statement, which will remain strictly confidential.
E.
The contractor shall simultaneously with the signing of the Contract, furnish the Town the
executed Performance, Maintenance, and Payment Bond of a surety company authorized to do
business the State of Connecticut, and acceptable to the Town, in the sum of all the full amount
of the Contract Obligation in the form provided by the Town. The Performance Bond will not be
required where the total estimated cost of labor and materials under the contract with respect to
which such general bid is submitted is less than one hundred thousand dollars ($100,000).
Once a contract exceeds $100,000 the bidder will be responsible for obtaining and paying for all
bonds required by Greenwich Public Schools.
F.
FEE PAYMENTS: The Greenwich Public Schools reserves the right to provide payment in
accordance with completion of services based on the Project Schedule.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1
PROVISIONS:
A.
Consumption or use of alcohol and / or drugs is prohibited on school property. Any individual
with alcohol or drugs will be removed from said property and will not be allowed to work on the
project. Smoking is prohibited in all school buildings and on school grounds.
B.
Greenwich Public Schools reserves the right to reject any proposed subcontactor for reasonable
cause.
END OF SECTION 00 0301
INSTRUCTIONS TO BIDDERS
00 0301 - 5 of 5
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0400 BID FORM
INTERNATIONAL SCHOOL AT DUNDEE-GYM WINDOW REPLACEMENT
The undersigned hereby proposes to furnish all labor, materials, devices, appliances, supplies,
equipment, services and other facilities necessary to complete all of the work of the above
referenced Contract, as required by, and in accordance with, the provisions of the Instructions to
Bidders, the Conditions of the Contract, the Drawings and Specifications, all as prepared by KSQ
Architects, P.C., and that, if this Proposal is accepted, the Undersigned agrees to enter into an
Agreement with the Owner to perform this work for the sum(s) as follows:
BID OPENING DATE: DECEMBER 10TH, 2013 12:00 PM
SUBMITTED BY: ________________________________ Phone: ________________________
Bidder’s Full Name: _____________________________________________________________
Address: ______________________________________________________________________
_____________________________________________________________________________
City,
State,
Zip
1.1
BASE BIDS – Part 1 & Part 2
A. BASE BID- Part 1: The Material Base Bid of this Proposal for all work required by
the Contract Documents for Gym Window Replacement and Related Work as
follows: Furnishing of Materials, including but not limited to: shop drawings
including field measurements and provisions of production and delivery of window
and door materials to the site prior to June 30th,2014.
____________________________________________________ ($
)DOLLARS
B. BASE BID – Part 2: The Labor Base Bid of this Proposal for all work required by the
Contract Documents for Gym Window Replacement and Related Work as follows:
Provision of Labor, to perform removals, abatement and fully install all the window
materials in the material BASE BID-Part I above.
____________________________________________________ ($
1.2
)DOLLARS
ALTERNATES – Phase 1:
A. No Alternates.
1.3
ALLOWANCES:
A. The undersigned Contractor has included the Allowances as specified in Section
012100 in their Base Bid: $10,000 DOLLARS.
1.4
ACCEPTANCE:
A.
BID FORM
If this bid is accepted by Greenwich Public Schools within the time period stated
above, we will:
1. Execute the Agreement within seven days of receipt of Notice of Award.
2. Furnish the required bonds within seven days of receipt of Notice of Award.
00 0400 - 1 of 3
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
B.
1.5
If this bid is accepted within the time stated, and we fail to commence the Work or
we fail to provide the required Bond(s), the security deposit shall be forfeited as
damages to Greenwich Public Schools by reason of our failure, limited in amount to
the lesser of the face value of the security deposit or the difference between this
bid and the bid upon which a Contract is signed.
CONTRACT TIME:
A.
1.6
The Undersigned agrees in the Base Bid to complete the work as per the Milestone
Schedule provided in the Specifications.
ADDENDA:
A.
The following Addenda have been received. The modifications to the Bid Document
noted below have been considered and all cost are included in the Bid Sum.
1.
2.
3.
4.
5.
1.7
NOVEMBER 19TH, 2013
Addendum#______________________ Date__________________.
Addendum#______________________ Date__________________.
Addendum#______________________ Date__________________.
Addendum#______________________ Date__________________.
Addendum#______________________ Date__________________.
BIDDER’S FURTHER AFFIRMATION AND DECLARATION
A.
The above name bidder and should this bid be a joint bid each party thereto,
further affirm and declares;
1. That said bidder is of lawful age and the only one interested in this bid; and that
no other person, firm or corporation, except those herein above
names has
any interest in this bid or in the contract proposed to be entered into.
2. That said bidder is not in arrears to the Greenwich Public School upon debt or
contract, and is not a defaulter, as surety or otherwise upon any obligation to
the Greenwich Public Schools.
3. That no member of the Greenwich Public Schools or any officer or employee of
the Greenwich Public School or person whose salary is payable in whole or in
part from the School District treasury, or the spouse of any foregoing is or shall
be or become interested, directly or indirectly, as a contracting party, partner,
stockholder, surety or otherwise, in this bid, or in the performance of the
Contract, or in the supplies, materials or equipment and work or labor to which
it relates, or in any portion of the profits thereof.
4. That he/she has carefully examined the site of the work and that, from his / her
own investigations, he/ she has satisfied him/ herself as to the nature and
location of the work, and character, quality and quantity of material, and all
difficulties likely to be encountered, the kind and extent of equipment and other
facilities needed for the performance of the work, the general and local
conditions, and all other items which may, in any way, effect the work or its
performance.
5. That if a corporation, this bid or proposal containing the Non-Collusive Binding
Certification and the foregoing Affirmation and Declaration has been authorized
by the Board of Directors of such Corporation, which authorization includes the
signing and submission of this bid or proposal and the inclusion therein of the
said Certificate of Non-Collusion and Affirmation and Declaration as the Act
and Dees of the Corporation.
BID FORM
00 0400 - 2 of 3
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.8
NOVEMBER 19TH, 2013
BID FORM SIGNATURE(S)
______________________________________________________________________
Signature
Corporate Seal
Company Name:_________________________________________________________
was hereunto affixed in the presence of:
______________________________________________________________________
Subscribed and sworn before me this ____ day of ____________ 2013
Notary Public:___________________________________________________________
My Commission Expires:__________________________________________________
END OF SECTION 00 0400
BID FORM
00 0400 - 3 of 3
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0410 - CONTRACTOR’S QUALIFICATION STATEMENT
With the submittal of the Bid Proposal Form (Section 00 0400), the bidder shall attach this Contractor'
Qualification Statement and shall answer the Questions herein. Failure to answer these questions in full
may be cause for rejection of the bidder’s proposal. If more space is needed, please attach other
sheets with reference to subject paragraph.
The Board of Education reserves the right to consider, but not limited to, the financial responsibility, experience and reputation in the construction industry, as well as the specific qualifications listed below and
elsewhere in this document in considering bids and awarding the contract. The Board of Education reserves the right to waive any informalities if, at its discretion the interest of the Greenwich Public
Schools will be better served.
The Undersigned certifies under oath that the information provided herein is true and sufficiently complete
so as not to be misleading.
SUBMITTED TO: Greenwich Public Schools
ADDRESS:
290 Greenwich Avenue, Greenwich, CT 06830
SUBMITTED BY:
Corporation
NAME
Partnership
ADDRESS:
Individual
PRINCIPAL OFFICE
Other
NAME OF PROJECT (if applicable) ISD Gym Window Replacement - 2014
TYPE OF WORK (file separate for each Classification of Work)
____________General Construction
___________HVAC
____________Plumbing
___________Electrical
____________Other
1.1
ORGANIZATION
A.
How many years has your organization been in business as a Contractor?
B.
How many years has your organization been in business under its present business name?
1.
C.
Under what other or former names has your organization operated?
What is the firm’s bonding range?
1.
Single
2.
Aggregate
CONTRACTOR’S QUALIFICATION STATEMENT
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GREENWICH PUBLIC SCHOOLS
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KSQ ARCHITECTS PROJECT NO. 1317908.00
D.
E.
F.
G.
If your organization is a corporation, answer the following:
1.
Date of Incorporation:
2.
State of Incorporation:
3.
President’s name:
4.
Vice-president’s name(s):
5.
Secretary’s name:
6.
Treasurer’s name:
If your organization is a partnership, answer the following:
1.
Date of organization:
2.
Type of partnership (if applicable):
3.
Name(s) of general partner(s):
If your organization is individually owned, answer the following:
1.
Date of organization:
2.
Name of owner:
If the form of your organization is individually owned, answer the following:
1.
1.2
NOVEMBER 19TH, 2013
If the form of your organization is other than those listed above, describe it and name the
principals:
OWNERSHIP, MANAGEMENT, AFFILIATION
A.
Identify each person who is or has been within the past five years, an owner of 5.0% or more of
the firm’s shares, one of the five largest shareholders, a director, an officer, a partner or the
proprietor, or a managerial employee.
First Name
MI
Last Name
DOB
CONTRACTOR’S QUALIFICATION STATEMENT
% Owned
Director
Y or N
Officer
Y or N
Title
Partner
Y or N
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KSQ ARCHITECTS PROJECT NO. 1317908.00
B.
Joint Ventures: Provide information for all firms involved. Fill in name, % owned, office held;
indicate by Y or N whether director, officer, partner and title.
First Name
C.
NOVEMBER 19TH, 2013
MI
Last Name
DOB
% Owned
Director
Y or N
Officer
Y or N
Title
Partner
Y or N
Identify any other firms in which now or in the past five years, the firm or any of the individuals
listed in questions 1.2.A and 1.2.B above, either owned or owns 5.0% or more of the shares of
or was or is one of the five largest shareholders, a director, an officer, a partner or a proprietor
of said other firm. ______Yes, list below ________No
Federal ID No.
% Owned
Firm/Company Name: Position
Company Address
D.
Has the firm or any firm listed in response to questions above defaulted or been terminated and
its surety called upon to complete, any contract awarded within the past five years (
) Yes,
(
) No. If yes, give date(s), agency(ies)/owner(s), project(s), contract numbers, and
describe including the result:
E.
List below any projects performed by the bidder in the past five (5) years on which any of the
following events occurred:
1.
2.
3.
4.
Were any extension of time requested by the contractor, and were such requests
granted?
Was litigation and/or arbitration commenced by either the Owner or the bidder as a result
of the work of the project performed by the bidder?
Were any liens filed on the project by subcontractors or material suppliers of the bidder?
Did the bidder make any claims for extra work on the project, and did said claim result in a
change order?
Project
Owner
F.
1.3
Type of Event
Name/Address
of Owner
Name & Phone # of
Contact Person at
For ALL contracts within the past five years: (a) List all liens or claims over $25,000 filed
against the firm and remaining undischarged or unsatisfied for more than 90 days; and (b) list
and describe all liquidated damages assessed.
FINANCIAL INFORMATION
A.
Provide a copy of the firm’s most recent annual financial statement.
CONTRACTOR’S QUALIFICATION STATEMENT
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.4
NOVEMBER 19TH, 2013
OTHER INFORMATION
A.
Within the past five years has the firm, any affiliate, any predecessor company or entity or any
person identified in questions number 1.1 through 1.2 above been the subject of any of the
following: (Respond to each question and describe in detail the circumstances of each
affirmative answer: (Attach additional pages if necessary).
1.
A judgment of conviction for any business-related conduct constituting a crime under state
or federal law.
No_______ Yes_____
2.
A criminal investigation or indictment for any business-related
conduct constituting a crime under state or federal law?
No_______Yes______
3.
An order of protection filed against an officer or employee prohibiting access to jobsite(s)
or prohibiting contact with any staff of any owner?
No_______ Yes______
4.
A grant of immunity for any business-related conduct constituting a crime under state and
federal law?
No______ Yes______
5.
A federal or state suspension or debarment?
6.
A rejection of any bid for lack of qualifications, responsibility or because of the submission
or an informal, non-responsive or incomplete bid?
No_______Yes______
7.
A rejection of any proposed subcontract for lack of qualifications, responsibility or because
of the submission or an informal, non-responsive or incomplete bid?
No_______ Yes______
8.
A denial or revocation of prequalication?
No_______ Yes______
9.
A voluntary exclusion from bidding/contracting agreement?
No_______ Yes______
10.
Any administrative proceeding or civil action seeking specific performance or restitution in
connection with any public works contract except any disputed work proceeding?
No______ Yes______
No_______ Yes______
11. An OSHA Citation and Notification of Penalty containing a
a violation classified as serious?
No______
12. An OSHA Citation or Notification of Penalty containing a
a violation classified as willful?
No______ Yes______
13.
A prevailing wage or supplement payment violation?
No______ Yes______
14.
A State Labor Law violation deemed willful?
No______ Yes______
Yes______
15. Any other federal or state Citations, Notices, violation orders,
pending administrative hearings or proceedings or
determinations of a violation of any labor law or regulation?
No______ Yes______
16. Any criminal investigation, felony indictment or conviction
concerning formation of or any business association with,
an allegedly false or fraudulent women’s, minority or
disadvantaged business enterprise?
No______ Yes______
CONTRACTOR’S QUALIFICATION STATEMENT
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17. Any denial, decertification, revocation or forfeiture of Women’s
Business Enterprise, Minority Business Enterprise or
Disadvantaged Business Enterprise status?
NOVEMBER 19TH, 2013
No______ Yes_____
18.
Rejection of a low bid on a State contract for failure to meet statutory affirmative action
M/WBE requirements?
No______ Yes_____
19.
A consent order with the NYS Department of Environmental Conservation or a federal,
state or local government enforcement determination involving a violation of federal or
state environmental laws?
No_____ Yes_____
20.
Any bankruptcy proceeding?
21.
Any suspension or revocation of any business or professional license?
No______ Yes_____
No______ Yes_____
22.
a.
b.
c.
d.
e.
f.
g.
Any citations, notices, violation orders, pending administrative hearings or proceedings or
determinations for violation of:
No______ Yes_____
Federal, state or local health laws, rules or regulations
No______ Yes_____
Federal, state or local environmental laws, rules and regulations. No______ Yes_____
Unemployment insurance or workers compensation coverage or claim requirements
No______ Yes_____
ERISA (Employee Retirement Income Security Act)
No______ Yes_____
Federal, state or local human rights laws
No______ Yes_____
Federal or state security laws
No______ Yes_____
Withdrawal or an agreement to withdraw a bid submitted to a public owner or a request by
a public owner to withdraw a bid?
No______ Yes_____
B.
During the five year period preceding the submissions of this bid, has the bidder been named as
a part in any lawsuit in an action involving a claim for personal injury or wrongful death arising
from performance of work related to any project in which it has been engaged? If the answer to
this question is yes, list all such lawsuits, the index number associated with said suit and the
status of the lawsuit at the time of the submission of this bid.
No______ Yes_____
C.
During the five year period preceding the submission of this bid, has the bidder been the subject
of proceedings before the Department of Labor for alleged violations of the Labor Law as it
relates to the payment of prevailing wages and/or supplemental payment requirements? If the
answer to this question is yes, please list each such instance of the commencement of a
Department of Labor proceeding, for which project such proceeding was commenced, and the
status of the proceeding at the time of the submission of this bid.
No______ Yes_____
D.
During the five year period preceding the bidder’s submission of this bid, has the bidder been the
subject of proceedings involving allegations that it violated the Worker’s Compensation Law
including but not limited to the failure to provide proof of worker’s compensation or disability
coverage and/or any lapses thereof. If the answer to this question is yes, list such instance of
violation and the status of the claimed violation at the time of disposition of this bid.
No____
CONTRACTOR’S QUALIFICATION STATEMENT
Yes___
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KSQ ARCHITECTS PROJECT NO. 1317908.00
E.
NOVEMBER 19TH, 2013
Has the bidder, its officers, directors, owner and/or managerial employees been convicted of a
crime or been the subject of a criminal indictment during the five years preceding the submission
of this bid? If the answer to this question is yes, list the name of the individual convicted or
indicted the charge against the individual and the date of disposition of the charge.
No______ Yes_____
F.
During the five year period preceding the bidder’s submission of this bid, has the bidder been
charged with and/or found guilty of any violations of federal, state, or municipal environmental
and/or health laws, codes, rules and/or regulations. If the answer to this question is yes, list the
nature of the charge against the bidder, the date of the charge, and the status of the charge at the
time of the submission of this bid.
No______ Yes_____
G.
Has the bidder ever defaulted or had its surety called upon to complete any contract awarded
within the past five years. If the answer to this question is yes, list the projects, the dates and the
nature of the termination (convenience, suspension, for cause).
No______ Yes_____
H.
Has any officer or partner of the bidder’s organization ever defaulted or had its surety called upon
to complete any contract awarded within the past five years or been an office or partner of some
other organization that has been terminated from a project by an owner? If yes, state
No_____ Yes_____
Name of
Individual(s)
1.5
Name of
Organization(s)
Reason(s)
LICENSING
A.
List jurisdictions and trade categories in which your organization is legally qualified to do
business, and indicate registration of license numbers, if applicable.
B.
List jurisdictions in which your organization’s partnership or trade name is filed:
C.
Has any director, officer, owner or managerial employee had any professional license
suspended or revoked? If the answer is yes, list the name of the individual, the professional
license he/she formally had, whether the license was revoked or suspended and the date of the
revocation or suspension.
No______ Yes_____
1.6
EXPERIENCE
A.
List the categories of work that your organization will perform with its own forces:
B.
Claims and Suits. (If the answer of any of the questions below is yes, please attach details.)
1.
Have you or has any director, officer, owner or managerial employee ever failed to
complete any work awarded to them? If yes, list the project(s) the date(s) and the
reason(s) for the failure to complete.
2.
Are there any judgments, claims, arbitration proceedings or suits pending or outstanding
CONTRACTOR’S QUALIFICATION STATEMENT
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NOVEMBER 19TH, 2013
against your organization or its officers?
3.
Has your organization filed any law suits or requested arbitration with regard to
construction contracts within the last five years?
C.
Within the last five years, has any officer or principal of your organization ever been an officer or
principal of another organization when it failed to complete a construction contract? (If the
answer is yes, please attach details.)
No______ Yes__
D.
On a separate sheet, list all similar construction projects your organization has in progress or
completed, giving the name of project, owner, architect, contract amount, percent complete and
scheduled completion date.
1.
E.
On a separate sheet, list all projects, not listed above, that your organization has completed or
in progress in the past five years, giving the name of the project, owner, architect, contract
amount, date of completion and percentage of the cost of the work performed with your own
forces.
1.
F.
1.7
State total worth of work in progress and under contract:
State average annual amount of construction work performed during the past five years:
On a separate sheet, list the construction experience and present commitment of the key
individuals of your organization.
REFERENCES
A.
Trade reference:
B.
Bank references:
C.
Surety:
1.
2.
3.
Name of present bonding company:
Name and address of agent:
Name or previous bonding company:
CONTRACTOR’S QUALIFICATION STATEMENT
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KSQ ARCHITECTS PROJECT NO. 1317908.00
1.8
NOVEMBER 19TH, 2013
CERTIFICATION
A.
The undersigned recognizes that this questionnaire is submitted for the purpose of the
Greenwich Public Schools (Owner) to award a contract or approve a subcontract;
acknowledges that the Owner may in its discretion, by means which it may choose, determine
the truth and accuracy of all statements made herein; acknowledge that intentional submission
of false or misleading information may constitute a felony, or a misdemeanor, and may also be
punishable by a fine or imprisonment; and states that the information submitted in this
questionnaire and any attached pages is true, accurate and complete.
Dated at this day of ___________
_________________________________________________________________________________
Name of Organization:
_________________________________________________________________________________
By:
_________________________________________________________________________________
Title:
SWORN AND SUBSCRIBED TO BEFORE ME, A NOTARY PUBLIC, IN AND FOR
THE COUNTY OF ____________________ AND THE STATE OF __________________________
THIS _______________________ DAY OF _______________________, 2013
______________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES_________
END OF SECTION 00 0410
CONTRACTOR’S QUALIFICATION STATEMENT
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0460 - NON-COLLUSIVE AFFIDAVIT
GREENWICH PUBLIC SCHOOLS
290 GREENWICH AVE
GREENWICH, CONNECTICUT
State of ___________________________:
County of _________________________:s.s.
I state that I am the_______________________ of __________________________________________
(TITLE)
(NAME OF MY FIRM)
and that I am authorized to make this affidavit on behalf of my firm, and its owners, directors, and officers.
I am the person responsible in my firm for the price(s) and the amount of this bid.
I state that:
(1)
The price(s) and amount of this bid have been arrived at independently and without consultation
communication or agreement with any other contractor, bidder/proposer or potential
bidder/proposer.
(2)
Neither the price(s) nor the amount of this BID/RFP, and neither the approximate price(s) nor
approximate amount of this BID/RFP, have been disclosed to any other firm or person who is a
bidder/proposer or potential bidder/proposer, and they will not be disclosed before BID/RFP
opening.
(3)
No attempt has been made or will be made to induce any firm or person to refrain from
bidding/proposing on this contract, or to submit a bid/proposal higher than this BID/RFP, or to
submit any intentionally high or noncompetitive BID/RFP or other form of complementary
BID/RFP.
(4)
I fully understand that more than one offer from an individual, firm partnership; corporation or
association under the same or different name will be rejected. Reasonable grounds for believing
that a bidder/proposer is interested in more than one BID/RFP for the work contemplated may
cause rejection of all BID/RFP in which the bidder/proposer is interested. Any or all
bidders/proposers will be rejected if there is any reason for believing that collusion exists among
the bidders/proposers. Participants in such collusion may not be considered in the future offers
for the same work. Each bidder/proposer by submitting a bid/proposal certifies that it is not a part
to any collusive action.
(5)
The BID/RFP of my firm is made in good faith and not pursuant to any agreement or discussion
with, or inducement from, any firm or person to submit a complementary or other noncompetitive
bid/proposal.
(6)
______________________________________its affiliates, subsidiaries, officers,
(NAME OF MY FIRM)
directors and employees are not currently under investigation by any governmental agency and
have not in the last four years been convicted or found liable for any act prohibited by State or
Federal law in any jurisdiction, involving conspiracy or collusion with respect to bidding/proposing
on any public contract, except as follows:
I state that __________________________ understands and acknowledges that
(NAME OF MY FIRM)
NON-COLLUSIVE AFFIDAVIT
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
the above representations are material and important, and will be relied on by Greenwich Public
Schools in awarding the bid/proposal for which this is submitted. I understand and my firm
understands that any misstatement in this affidavit is and shall be treated as fraudulent
concealment from Greenwich Public Schools of the true facts relating to the submission of
bids/proposals for this contract.
(7)
I agree deliver all services on the date and time agreed on by
____________________________________________________ and the
(NAME OF MY FIRM)
Greenwich Board of Education. Furthermore, there will not be any cancellations to the Board of
Education. If a bidder/proposer submits a bid/proposer on any item he/she will be responsible for
delivering that item at the bid/proposal cost, in accordance with the attached above
specifications, which were submitted with this bid/proposal and upon which the bid/proposal was
made.
(8)
In submitting this bid/proposal, the undersigned declares that this is made without any
connection with any persons making another bid/proposal on the same contract; that the
bid/proposal is in all respects fair and without collusion, fraud or mental reservation; and that no
official of the Town, or any person in the employ of the Town, is directly or indirectly interested in
said bid/proposal or in the supplies or work to which it relates, or in any portion of the profits
thereof.
(9)
In submitting this bid, the undersigned further declares that it has not, and will not, induce or
attempt to induce any Town of Greenwich employee or officer to violate the Greenwich Code of
Ethics in connection with its offer to provide goods or services under, or otherwise in the
performance of such contract.
(10)
The undersigned further understands that the above declarations are material representations to
the Town of Greenwich made as a condition to the acceptance of the bid/proposal. If found to be
false, the Town of Greenwich retains the right to reject said bid/proposal and rescind any
resultant contract and/or purchase order and notify the undersigned accordingly, thereby
declaring as void said bid/proposal and contract or purchase order.
(11)
The Greenwich Code of Ethics can be found at www.greenwichct.org Code of Ethics stated as
follows:
(2) DEFINITION.
(1) Indirect interest, without limiting its generality, shall mean and include the interest of
any subcontractor in any prime contract with the Town and the interest of any person
or his immediate family in any corporation, firm or partnership which as a direct or
indirect interest in any transaction with the Town.
(2) Substantial financial interest shall mean any financial interest, direct or indirect, which
is more than nominal and which is not common to the interest of other citizens of the
Town.
(3) Town Officer shall mean and include any official, commission, committee, legislative
body or other agency of the Town.
(4) Transaction shall mean and include the offer, sale or furnishing of any real or
personal property, material, supplies otherwise, for the use and benefit of the Town
for a valuable consideration, excepting the services of any person as a Town
Officer.
NON-COLLUSIVE AFFIDAVIT
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KSQ ARCHITECTS PROJECT NO. 1317908.00
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(3) GIFTS AND FAVORS. No Town Officer or his immediate family shall accept any valuable
gift, things, favor, loan or promise which might tend to influence the performance or
nonperformance of his official duties.
(4) IMPROPER INFLUENCE. No Town Officer having a substantial financial interest in any
transaction with the Town or in any action to be taken by the Town shall use is office to exert his
influence or to vote on such transaction or action.
By signing this proposal the proposer understands and agrees to the attached terms, conditions,
and specifications, including Collusion among Proposers. Employment Discrimination by the
Contractor Prohibited.
VENDOR INFORMATION: (Please print the following)
___________________________________________________________________________________
Vendor Name
___________________________________________________________________________________
Address
___________________________________________________________________________________
Telephone
Fax #
___________________________________________________________________________________
E-MAIL
WEB SITE
___________________________________________________________________________________
PRINTED NAME & SIGNATURE
TITLE
SWORN AND SUBSCRIBED TO BEFORE ME, A NOTARY PUBLIC, IN AND FOR
THE COUNTY OF ____________________ AND THE STATE OF __________________________
THIS _______________________ DAY OF _______________________, 2013
______________________________
NOTARY PUBLIC
MY COMMISSION EXPIRES_________
END OF SECTION 00 0460
NON-COLLUSIVE AFFIDAVIT
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0461 – PREVAILING WAGE RATES
Building Rates - Greenwich (effective July 1, 2013)
Classification
Hourly Rate
Benefits
$35.00
27.41
2) Boilermaker
$35.24
25.01
3a) Bricklayer, Cement Mason, Concrete Finisher (including
caulking), Stone Masons
$32.50
27.24 + a
3b) Tile Setter
$32.94
22.42
3c) Terrazzo Mechanics and Marble Setters
$31.69
22.35
3d) Tile, Marble & Terrazzo Finishers
$26.25
19.20
3e) Plasterer
$32.50
26.21
4) Group 1: Laborers (common or general), acetylene burners,
carpenter tenders, concrete specialists, wrecking laborers, fire
watchers.
$26.40
17.15
4a) Group 2: Mortar mixers, plaster tender, power buggy
operators, powdermen, fireproofer/mixer/nozzleman, fence
erector.
$26.65
17.15
4b) Group 3: Jackhammer Operators/Pavement Breaker, mason
tender (brick) and mason tender (cement/concrete)
$26.90
17.15
1a) Asbestos Worker/Insulator (Includes application of
insulating materials, protective coverings, coatings, & finishes
to all types of mechanical systems; application of firestopping
material for wall openings & penetrations in walls, floors,
ceilings
1b) Asbestos/Toxic Waste Removal Laborers: Asbestos
removal and encapsulation (except its removal from mechanical
systems which are not to be scrapped), toxic waste removers,
blasters.**See Laborers Group 7**
------LABORERS------
WAGE DETERMINATION SCHEDULE
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4c) **Group 4: Pipelayers (Installation of water, storm drainage
or sewage lines outside of the building line with P6, P7 license)
(the pipelayer rate shall apply only to one or two employees of
the total crew who primary task is to actually perform the m
$26.65
17.15
4d) Group 5: Air track operators, Sand blasters
$27.15
17.15
4e) Group 6: Nuclear toxic waste removers, blasters
$29.40
17.15
4f) Group 7: Asbestos/lead removal and encapsulation (except
it's removal from mechanical systems which are not to be
scrapped)
$27.40
17.15
4g) Group 8: Bottom men on open air caisson, cylindrical work
and boring crew
$26.90
17.15
4h) Group 9: Top men on open air caisson, cylindrical work
and boring crew
$26.40
17.15
4i) Group 10: Traffic Control Signalman
$16.00
17.15
5) Carpenter, Acoustical Ceiling Installation, Soft Floor/Carpet
Laying, Metal Stud Installation, Form Work and Scaffold
Building, Drywall Hanging, Modular-Furniture Systems
Installers, Lathers, Piledrivers, Resilient Floor Layers.
$30.45
21.65
5a) Millwrights
$30.78
22.15
6) Electrical Worker (including low voltage wiring) (Trade
License required: E1,2 L-5,6 C-5,6 T-1,2 L-1,2 V-1,2,7,8,9)
$48.75
37.73
7a) Elevator Mechanic (Trade License required: R-1,2,5,6)
$46.41
25.185+a+b
Groundman
$24.99
6.5% + 9.75
Linemen/Cable Splicer
$45.43
6.5% +
16.20
8) Glazier (Trade License required: FG-1,2)
$34.18
17.75
9) Ironworker, Ornamental, Reinforcing, Structural, and Precast
Concrete Erection
$33.50
28.98
Group 1: Crane handling or erecting structural steel or stone,
hoisting engineer 2 drums or over, front end loader (7 cubic
yards or over); work boat 26 ft. and over. (Trade License
Required)
$36.05
21.55 + a
Group 2: Cranes (100 ton rate capacity and over);
Backhoe/Excavator over 2 cubic yards; Piledriver ($3.00
$35.73
21.55 + a
-----LINE CONSTRUCTION----
----OPERATORS----
WAGE DETERMINATION SCHEDULE
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premium when operator controls hammer). (Trade License
Required)
Group 3: Excavator; Backhoe/Excavator under 2 cubic yards;
Cranes (under 100 ton rated capacity), Grader/Blade; Master
Mechanic; Hoisting Engineer (all types of equipment where a
drum and cable are used to hoist or drag material regardless of
motive pow
$34.99
21.55 + a
Group 4: Trenching Machines; Lighter Derrick; Concrete
Finishing Machine; CMI Machine or Similar; Koehring Loader
(Skooper).
$34.60
21.55 + a
Group 5: Specialty Railroad Equipment; Asphalt Paver;
Asphalt Reclaiming Machine; Line Grinder; Concrete Pumps;
Drills with Self Contained Power Units; Boring Machine; Post
Hole Digger; Auger; Pounder; Well Digger; Milling Machine
(over 24" Mandrell)
$34.01
21.55 + a
Group 5 continued: Side Boom; Combination Hoe and Loader;
Directional Driller; Pile Testing Machine.
$34.01
21.55 + a
Group 6: Front End Loader (3 up to 7 cubic yards); Bulldozer
(rough grade dozer).
$33.70
21.55 + a
Group 7: Asphalt roller, concrete saws and cutters (ride on
types), vermeer concrete cutter, Stump Grinder; Scraper;
Snooper; Skidder; Milling Machine (24" and under Mandrell).
$33.36
21.55 + a
Group 8: Mechanic, grease truck operator, hydroblaster; barrier
mover; power stone spreader; welding; work boat under 26 ft.;
transfer machine.
$32.96
21.55 + a
Group 9: Front end loader (under 3 cubic yards), skid steer
loader regardless of attachments, (Bobcat or Similar): forklift,
power chipper; landscape equipment (including Hydroseeder).
$32.53
21.55 + a
Group 10: Vibratory hammer; ice machine; diesel and air,
hammer, etc.
$30.49
21.55 + a
Group 11: Conveyor, earth roller, power pavement breaker
(whiphammer), robot demolition equipment.
$30.49
21.55 + a
Group 12: Wellpoint operator.
$30.43
21.55 + a
Group 13: Compressor battery operator.
$29.85
21.55 + a
Group 14: Elevator operator; tow motor operator (solid tire no
rough terrain).
$28.71
21.55 + a
Group 15: Generator Operator; Compressor Operator; Pump
Operator; Welding Machine Operator; Heater Operator.
$28.30
21.55 + a
WAGE DETERMINATION SCHEDULE
00 0461 - 3 of 6
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
Group 16: Maintenance Engineer/Oiler.
$27.65
21.55 + a
Group 17: Portable asphalt plant operator; portable crusher
plant operator; portable concrete plant operator.
$31.96
21.55 + a
Group 18: Power safety boat; vacuum truck; zim mixer;
sweeper; (Minimum for any job requiring a CDL license).
$29.54
21.55 + a
10a) Brush and Roller
$30.62
17.75
10b) Taping Only/Drywall Finishing
$31.37
17.75
10c) Paperhanger and Red Label
$31.12
17.75
10e) Blast and Spray
$33.62
17.75
11) Plumber (excluding HVAC pipe installation) (Trade
License required: P-1,2,6,7,8,9 J-1,2,3,4 SP-1,2)
$39.31
26.27
12) Well Digger, Pile Testing Machine
$33.01
19.40 + a
Roofer: Cole Tar Pitch
$37.00
12.75 + a
Roofer: Slate, Tile, Composition, Shingles, Singly Ply and
Damp/Waterproofing
$35.50
12.75 + a
15) Sheetmetal Worker (Trade License required for HVAC and
Ductwork: SM-1,SM-2,SM-3,SM-4,SM-5,SM-6)
$43.41
31.90
16) Pipefitter (Including HVAC work) (Trade License required:
S-1,2,3,4,5,6,7,8 B-1,2,3,4 D-1,2,3,4, G-1, G-2, G-8 & G-9)
$39.31
26.27
17a) 2 Axle
$27.88
18.27 + a
17b) 3 Axle, 2 Axle Ready Mix
$27.98
18.27 + a
17c) 3 Axle Ready Mix
$28.03
18.27 + a
17d) 4 Axle, Heavy Duty Trailer up to 40 tons
$28.08
18.27 + a
17e) 4 Axle Ready Mix
$28.13
18.27 + a
17f) Heavy Duty Trailer (40 Tons and Over)
$28.33
18.27 + a
17g) Specialized Earth Moving Equipment (Other Than
Conventional Type on-the-Road Trucks and Semi-Trailers,
Including Euclids)
$28.13
18.27 + a
18) Sprinkler Fitter (Trade License required: F-1,2,3,4)
$38.98
19.87 + a
19) Theatrical Stage Journeyman
$22.22
6.53
------PAINTERS (Including Drywall Finishing)------
------TRUCK DRIVERS------
WAGE DETERMINATION SCHEDULE
00 0461 - 4 of 6
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
Welders: Rate for craft to which welding is incidental.
*Note: Hazardous waste removal work receives additional $1.25 per hour for truck drivers.
**Note: Hazardous waste premium $3.00 per hour over classified rate.

Crane with boom including jib, 150 feet - $1.50 extra.

Crane with boom including jib, 200 feet - $2.50 extra.

Crane with boom including jib, 250 feet - $5.00 extra.

Crane with boom including jib, 300 feet - $7.00 extra.

Crane with boom including jib, 400 feet - $10.00 extra.
~ ~ ~ All classifications that indicate a percentage of the fringe benefits must be calculated at the
percentage rate times the "base hourly rate".
Apprentices duly registered under the Commissioner of Labor's regulations on "Work Training
Standards for Apprenticeship and Training Programs" Section 31-51-d-1 to 12, are allowed to be
paid the appropriate percentage of the prevailing journeymen hourly base and the full fringe
benefit rate, providing the work site ratio shall not be less than one full-time journeyperson
instructing and supervising the work of one apprentice in a specific trade.
~~Connecticut General Statute Section 31-55a: Annual Adjustments to wage rates by
contractors doing state work ~~
The Prevailing wage rates applicable to this project are subject to annual adjustments each July
1st for the duration of the project.
Each contractor shall pay the annual adjusted prevailing wage rate that is in effect each July 1st,
as posted by the Department of Labor.
It is the contractor's responsiblity to obtain the annual adjusted prevailing wage rate increases
directly from the Department of Labor's website.
The annual adjustments will be posted on the Department of Labor's Web page:
www.ctdol.state.ct.us.
The Department of Labor will continue to issue the initial prevailing wage rate schedule to the
Contracting Agency for the project.
All subsequent annual adjustments will be posted on our Web Site for contractor access.
Effective October 1, 2005 - Public Act 05-50: any person performing the work of any mechanic,
laborer, or worker shall be paid prevailing wage.
All Persons who perform work ON SITE must be paid prevailing wage for the appropriate
mechanic, laborer, or worker classification.
All certified payrolls must list the hours worked and wages paid to All Persons who perform work
ON SITE regardless of their ownership i.e.: (Owners, Corporate Officers, LLC Members,
Independent Contractors, et. al)
WAGE DETERMINATION SCHEDULE
00 0461 - 5 of 6
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
Reporting and payment of wages is required regardless of any contractual relationship alleged to
exist between the contractor and such person.
~~Unlisted classifications needed for work not included within the scope of the classifications
listed may be added after award only as provided in the labor standards contract clause (29 CFR
5.5 (a) (1) (ii)).
Please direct any questions which you may have pertaining to classification of work and payment
of prevailing wages to the Wage and Workplace Standards Division, telephone (860)263-6790.
END OF SECTION 00 0461
WAGE DETERMINATION SCHEDULE
00 0461 - 6 of 6
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0462 – REFERENCES
List at least five (5) references for similar projects in size, scope, and complexity, within Connecticut and /
or New York. THIS PAGE MUST BE COMPLETED AND SUBMITTED WITH YOUR BID.
1) Client________________________________________________________________________
Project Address_______________________________________________________________
Approximate $ Value _____________ Date: Started __________ Completed ___________
Contact: Name ____________________________Telephone # ________________________
2) Client________________________________________________________________________
Project Address_______________________________________________________________
Approximate $ Value _____________ Date: Started __________ Completed ___________
Contact: Name ____________________________Telephone # ________________________
3) Client________________________________________________________________________
Project Address_______________________________________________________________
Approximate $ Value _____________ Date: Started __________ Completed ___________
Contact: Name ____________________________Telephone # ________________________
4) Client________________________________________________________________________
Project Address_______________________________________________________________
Approximate $ Value _____________ Date: Started __________ Completed ___________
Contact: Name ____________________________Telephone # ________________________
5) Client________________________________________________________________________
Project Address_______________________________________________________________
Approximate $ Value _____________ Date: Started __________ Completed ___________
Contact: Name ____________________________Telephone # ________________________
END OF SECTION 00 0462
REFERENCES
00 0462 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0472 – FORM OF BID BOND
TOWN OF GREENWICH, CONNECTICUT
BID BOND
_____________________________________________________________________________
Date Bond Executed
____________________________________________________________________________________________
Principal
____________________________________________________________________________________________
Surety
____________________________________________________________________________________________
Penal Sum of Bond (express in words and figures )
Date of Bid
_____________________________________________________________________________
KNOW ALL MEN BY THESE PRESENTS, that we, the principal and surety above named, are held and
firmly bound unto the Town of Greenwich, Connecticut, in the penal sum of the amount stated above, for
the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, and successors, jointly and severally, firmly by these presents, THE CONDITION OF
THIS OBLIGATION IS SUCH, that whereas the principal has submitted the accompanying bid, dated as
shown above for ______________________________.
(name of bid)
_____________________________________________________________________________
NOW THEREFORE, if the principal shall not withdraw said bid within the period specified therein after the
opening of the same, or if no period be specified, within sixty (60) days after said opening, and shall
within the period specified therefor, or if no period specified, within ten (10) days after the prescribed
forms are presented to him for signature, execute such further contractual documents, if any, as may be
required by the term of the Bid as accepted, and give bonds with good and sufficient surety or sureties as
may be required, for the faithful performance and proper fulfillment of the resulting contract, and for the
protection of all person supplying labor and material in the prosecution of the work provided for in such
contract or in the event of the withdrawal of said bid within the period specified, or the failure to enter into
such contract and give such bonds within the time specified, if the principal shall pay the Town of
Greenwich, Connecticut, the difference between the amount specified in said bid and the amount for
which said Town may procure the required work, supplies, and services, if the latter amount be in
excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full
force and virtue.
IN WITNESS WHEREOF the above bounden parties have executed this instrument under their several
seals on the date indicated above. The name and corporate seal (if applicable) of each corporate party
being hereto affixed:
FORM OF BID BOND
00 0472 - 1 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
_____________________________________________________________________________
Name of Partnership
______________________________________________________________________________________(SEAL)
Business Address
____________________________________________________________________________________________
Partner- (Hereunto Duly Authorized)
IN THE PRESENCE OF:
WITNESS
INDIVIDUAL PRINCIPAL
1.__________________________________AS
TO__________________________(SEAL)
2.__________________________________AS
TO__________________________(SEAL)
3.__________________________________AS
TO__________________________(SEAL)
4.__________________________________AS
TO__________________________(SEAL)
************************************************************************
__________________________________________
CORPORATE/ LLC PRINCIPAL
WITNESS
__________________________________________
BUSINESS ADDRESS
AFFIX
CORPORATE
SEAL
_________________________________
______________________________________
BY- (HEREUNTO DULY AUTHORIZED)
______________________________________
TITLE
************************************************************************
__________________________________________
CORPORATE/ LLC PRINCIPAL
WITNESS
__________________________________________
BUSINESS ADDRESS
AFFIX
CORPORATE
SEAL
_________________________________
_________________________________________
BY- (HEREUNTO DULY AUTHORIZED)
_________________________________________
TITLE
FORM OF BID BOND
00 0472 - 2 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0473 - CERTIFICATE AS TO CORPORATE PRINCIPAL
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, ________________________________________________________________, certify that I am the
_____________________________________ of the corporation named as principal in the within bond;
that ___________________________________, who signed said bond on behalf of the principal, was
then ____________________________ of the corporation; that I know his signature, and his signature
thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said
corporation by authority of its governing body.
___________________________________
(Corporate Seal)
END OF SECTION 00 0473
CERTIFICATE AS TO CORPORATE PRINCIPAL
00 0473 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0474 – PERFORMANCE, MAINTENANCE AND PAYMENT BOND
BOND NO. _______________________ CONTRACT NO. _______________________________
KNOW ALL MEN BY THESE PRESENTS. That we ___________________________________________
_____________________________________, as Principal, and ________________________________
a corporation organized under the laws of the State of_________________________ and authorized to do
business in the State of Connecticut as Surety, for holder and firmly bound jointly and severally unto the
Town of Greenwich, Connecticut, herein referred to as the Town, the territorial corporation located in the
County of Fairfield, in the penal sum of
_________________________________________________________ Dollars ($__________________),
to be paid to it or its certain attorney, successors or assigns, to which payment well and truly to be made,
we the said Obligors do bind ourselves, and each of us, our heirs, executors, administrators, and
successors firmly by these presents.
IN WITNESS WHEREOF we have hereunto set for cause to be set our respective hands, names and
seals this
___________________________ day of __________________________, 20_____
The condition of this obligation is such, that whereas the above named Principal has entered into a certain
written contract with the Town of Greenwich, Connecticut, dated the
___________________________ day of __________________________, 20_____
NOW, THEREFORE, if the said Principal shall well and faithfully perform said contract according to its
provisions, and fully indemnify and save harmless the Town from all costs and damages which the Town
may suffer by reason of failure so to do, and shall pay for all equipment, appurtenances, materials and
labor furnished, used or employed in the execution of said contract, and shall indemnify and save
harmless the Town from all suits or claims of any nature or description against the Town by reason of any
injuries or damages sustained by any person or persons on account of any act or omission of said
Principal, his servants or agents, or his subcontractors in the construction of the work or in guarding the
work, or on account of the use of faulty or improper materials, or by reason of claims under the Workmen’s
Compensation Laws or other laws by any employee of the Principal or his subcontractors, or by reason of
the use of patented material, machinery, device, equipment, process, method of construction or design in
any way involved in the work, and shall indemnify the Town against such defective workmanship, material
and equipment as may be discovered within one (1) year after completion and final acceptance of the
work, and shall make good in such defective workmanship and material as may be discovered within said
period of one (1) year, then the obligation shall be void, otherwise to remain in full force and effect.
The Surety hereby stipulates and agrees that any modifications, omissions or additions in or to the terms
of the aforesaid contract, or in or to the plans or specifications therefor, or any extension of time, shall in
no wise affect the obligation of the Surety under this bond, the surety hereby waiving any and all right to
any notice of any such modifications, omissions, changes, additions or extensions.
Contractor Name:__________________________
By:__________________________________
Surety Name:_____________________________
By:__________________________________
END OF SECTION 00 0474
PERFORMANCE MAINTENANCE AND PAYMENT BOND
00 0474 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0481 - INSURANCE PROCEDURE
PLEASE NOTE:
THIS PAGE MUST BE RETURNED WITH YOUR BID/PROPOSAL. FAILURE TO DO SO MAY
RESULT IN YOUR BID/PROPOSAL BEING REJECTED.
Please take the insurance requirements of the Contract to your agent/broker immediately upon
receipt of the bid documents to determine your existing coverage and any costs for new or
additional coverage required for the work noted in this Request for Bid/Proposal. Any
bids/proposals with deficient insurance requirements will be rejected. The firm who is awarded the
Bid/Proposal must return the contract, agent/broker and insurance form within two (2) weeks from
the date on the award letter.
PLEASE CHECK THE APPROPRIATE BOX
YES
NO
1. General Liability $3,000,000.00
Includes minimum coverages for combined bodily
injury and property damage liability of $2,000,000
general aggregate and $1,000,000 per occurrence.
2. Automobile Liability
$1,000,000.00
3. Excess Liability $5,000,000.00
4. Worker’s Compensation and Employer’s Liability
5. Ability to Return Contract and Insurance Documents
Within Two (2) Weeks
6. Able to Provide the Town with Thirty (30) Days Prior
Written Notice of Cancellation
STATEMENT OF VENDOR:
I have read the insurance requirements for this work and have taken the documentation to my
insurance agent/broker. The bid/proposal cost reflects any additional costs relating to insurance
requirements for this work.
Signature
Date
Contract
END OF SECTION 00 0481
INSURANCE PROCEDURE
00 0481 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0482 – INSURANCE REQUIREMENTS
Insurance Requirements: Before starting and until final completion and acceptance of the work
called for in the Contract and expiration of the guarantee period provided for in the Contract, the
Contractor and its subcontractors, if any, shall procure and maintain insurance of the types and
amounts checked in paragraphs A through F below for all Contract operations.
A.
General Liability, with minimum coverages for combined bodily injury and property
damage liability of $2,000,000 general aggregate, $1,000,000 per occurrence
including:
1.
Commercial General Liability.
2.
Town as additional insured.
3.
Owners and Contractors Protective Liability
(separate policy in the name of the Town).
B.
Comprehensive Automobile Liability, with minimum coverages of $1,000,000
combined single limit for bodily injury and property damage, including, where
applicable, coverage for any vehicle, all owned vehicles, scheduled vehicles, hired
vehicles, non-owned vehicles and garage liability.
C.
Excess Liability, with minimum coverage of $5,000,000 in umbrella form, or such
other form as approved by Town Department Head and Risk Management Director.
D.
Workers' Compensation and Employer's Liability, with minimum coverages as
provided by Connecticut State Statutes.
E.
Professional Liability (for design and other professionals for Errors and Omissions),
with minimum coverage of $1,000,000. If the policy is on a claims-made basis,
coverage shall be continually renewed or extended for three (3) years after work is
completed under the Contract.
F.
Other (Builder's Risk, etc.):
G.
CERTIFICATE HOLDER: TOWN OF GREENWICH / GREENWICH PUBLIC SCHOOLS
ATTN: BOARD OF EDUCATION (Also fill in on ACORD Certificate of Insurance)
.
101 Fieldpoint Road, Greenwich, CT 06830.
The Acord certificate of insurance form must be executed by your insurance agent/broker and returned
to this office. Company name and address must conform on all documents including insurance
documentation. It is required that agent/broker note the individual insurance companies providing
coverage, rather than the insurance group, on the Acord form. The Contract number (provided to the
awarded Contractor), project name and a brief description must be inserted in the “Description of
Operations” field. It must be confirmed on the Acord Form that the Town of Greenwich / Greenwich
Public Schools, KSQ Architects, PC, and School Construction Consultants, Inc. is endorsed as an
additional insured by having the appropriate box checked off and/or stating such in the “Description of
Operations” field.
A letter from the awarded vendor’s agent/broker certifying that the Town of Greenwich /
Greenwich Public Schools has been endorsed onto the general liability policy as an additional
insured is also mandatory. This letter must follow exactly the format provided by the Board of
INSURANCE REQUIREMENTS
00 0482 - 1 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
Education and must be signed by the individual authorized representative who signed the Acord
form. Contract development will begin upon receipt of complete, correct insurance documentation.
The Contractor shall be responsible for maintaining the above insurance coverages in force to secure all of
the Contractor's obligations under the Contract with an insurance company or companies with an AM Best
Rating of B+:VII or better, licensed to write such insurance in Connecticut and acceptable to the Risk
Manager, Town of Greenwich. For excess liability only, non-admitted insurers are acceptable, provided they
are permitted to do business through Connecticut excess line brokers per listing on the current list of
Licensed Insurance Companies, Approved Reinsurers, Surplus Lines Insurers and Risk Retention Groups
issued by the State of Connecticut Insurance Department.
END OF SECTION 00 0482
INSURANCE REQUIREMENTS
00 0482 - 2 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0483A – SAMPLE ENDORSEMENT LETTER
AGENT/BROKER
(LETTERHEAD)
(Date)
Town of Greenwich
Board of Education
Attention: Eugene Watts, Senior Buyer
290 Greenwich Avenue
Greenwich, CT 06830
Re:
(Name of the Insured)
Town of Greenwich Contract No.
Dear Mr. Watts:
The undersigned hereby certifies as follows:
(1)
I am a duly licensed insurance agent under the laws of the State of [insert state] and an
authorized representative of all companies affording coverage under the Acord form submitted
herewith;
(2)
The Town of Greenwich has been endorsed as an additional insured under general
liability policy no. [insert policy number], issued by [insert company affording coverage] to [name
of insured];
(3)]
The general liability policy referenced in paragraph (2) above meets or exceeds the
coverage in Commercial General Liability ISO form CG 00 01 10 01, including contractual liability;
(4)
The policies listed in the Acord form submitted to the Town of Greenwich in connection
with the above referenced contract have been issued to the insured in the amounts stated and for
the periods indicated in the Acord form; and
(5)
The Town of Greenwich shall be given thirty (30) days prior written notice of cancellation,
lapse or restrictive amendment (except ten days notice of non-payment) of the policies listed in the
Acord form.
Sincerely,
(Signature)
Authorized Representative for all companies listed in the Acord form
END OF SECTION 00 0483A
SAMPLE ENDOREMENT LETTER
00 0483A - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
00 0483B – A.M. BEST KEY RATING GUIDE FORM
The following insurance companies are licensed in the State of Connecticut per the 2011 edition
of the A.M. Best Key Rating Guide For Property and Casualty,
1.
2.
3.
4.
5.
6.
Company Name: __________________________________
a) Page Number:
_____________
b) Rating is:
_____________
Company Name: __________________________________
a) Page Number:
_____________
b) Rating is:
_____________
Company Name: __________________________________
a) Page Number:
_____________
b) Rating is:
_____________
Company Name: __________________________________
a) Page Number:
_____________
b) Rating is:
_____________
Company Name: __________________________________
a) Page Number:
_____________
b) Rating is:
_____________
Company Name: __________________________________
a) Page Number:
_____________
b) Rating is:
_____________
END OF SECTION 00 0483B
A.M. BEST KEY RATING GUIDE FORM
00 0483B - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0483C - AFFIRMATIVE ACTION COMPLIANCE AFFIDAVIT
COMMISSION ON HUMAN RIGHTS AND OPPORTUNITIES
CONTRACT COMPLIANCE REGULATIONS
NOTIFICATION TO BIDDERS
AFFIRMATIVE ACTION COMPLIANCE AFFIDAVIT
The contract to be awarded is subject to contract compliance requirements mandated by Sections 4a-60
and 4a-60a of the Connecticut General Statutes; and, when the awarding agency is the State, Sections
46a-71(d) and 46a-81i(d) of the Connecticut General Statutes. There are Contract Compliance
Regulations codified at Section 46a-68j-21 through 43 of the Regulations of Connecticut State Agencies,
which establish a procedure for awarding all contracts covered by Sections 4a-60 and 46a-71(d) of the
Connecticut General Statutes. According to Section 46a-68j-30(9) of the Contract Compliance
Regulations, every agency awarding a contract subject to the contract compliance requirements has an
obligation to “aggressively solicit the participation of legitimate minority business enterprises as bidders,
contractors, subcontractors and suppliers of materials.” “Minority business enterprise” is defined in
Section 4a-60 of the Connecticut General Statutes as a business wherein fifty-one percent or more of the
capital stock, or assets belong to a person or persons: “(1) Who are active in daily affairs of the
enterprise; (2) who have the power to direct the management and policies of the enterprise; and (3) who
are members of a minority, as such term is defined in subsection (a) of Section 32-9n.” “Minority” groups
are defined in Section 32-9n of the Connecticut General Statutes as “(1) Black Americans . . .(2) Hispanic
Americans . . . (3) persons who have origins in the Iberian Peninsula . . . (4)Women . . . (5) Asian Pacific
Americans and Pacific Islanders; (6) American Indians . . .” An individual with a disability is also a minority
business enterprise as provided by Section 4a-60g of the Connecticut General Statutes. The above
definitions apply to the contract compliance requirements by virtue of Section 46a-68j-21(11) of the
Contract Compliance Regulations.
The awarding agency will consider the following factors when reviewing the bidder’s qualifications under
the contract compliance requirements:
(a) the bidder’s success in implementing an affirmative action plan;
(b) the bidder’s success in developing an apprenticeship program complying with Sections 46a-68-1
to 46a-68-17 of the Administrative Regulations of Connecticut State Agencies, inclusive;
(c) the bidder’s promise to develop and implement a successful affirmative action plan;
(d)
the bidder’s submission of employment statistics contained in the “Employment Information
Form”, indicating that the composition of its workforce is at or near parity when compared to the
racial and sexual composition of the workforce in the relevant labor market area; and
(e) the bidder’s promise to set aside a portion of the contract for legitimate minority business
enterprises. See Section 46a-68j-30(10)(E) of the Contract Compliance Regulations.
AFFIRMATIVE ACTION COMPLIANCE AFFIDAVIT
00 0483C - 1 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
*INSTRUCTIONS:
NOVEMBER 19TH, 2013
Bidders must sign acknowledgement below and return acknowledgement to
Awarding Agency along with bid proposal.
The undersigned acknowledges receiving and reading a copy of the “Notification to Bidders” form.
________________________________
Signature
___________________________
Date
On behalf of:
___________________________________
____________________________________
____________________________________
END OF SECTION 00 0483C
AFFIRMATIVE ACTION COMPLIANCE AFFIDAVIT
00 0483C - 2 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0484B – SAMPLE CONTRACT
THE FOLLOWING PAGES ARE A SAMPLE COPY OF THE TOWN OF
GREENWICH CONTRACT FOR YOUR REVIEW. YOU MUST BE ABLE
TO SIGN THIS CONTRACT AND MEET THE NECESSARY INSURANCE
AS REQUIRED BY THE TOWN OF GREENWICH IN ORDER FOR YOUR
PROPOSAL TO BE CONSIDERED.
State of Connecticut
SAMPLE CONTRACT
00 0484B - 1 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
Town of Greenwich
Contract
Town Department:
Contract No.:
Division:
Account Name:
Name and
Address
Of
Contractor
Account Code:
Total Amount:
of Contract
This Agreement made this ____day of __________, (year) between Town of Greenwich/BOE hereafter called the Town
and (Company Name) hereafter called the Contractor Witnessed as follows:
1.
The contractor agrees to furnish materials and perform services as shown in specifications and contract documents hereto
attached and made a part hereof, and consisting of numbered pages from 1 to (total pages)
2.
The Town agrees to pay the price designated for such materials and services upon certification by the proper agent of the Town.
3.
This contract shall not be valid until approved by the Town Counsel and countersigned by the Town Comptroller.
TOWN OF GREENWICH
By_____________________________________________________
Its Managing Director of Operations
Benjamin B. Branyan
CONTRACTOR
By_____________________________________________________
Its President
CORPORATE ACKNOWLEDGEMENT
(STATE OF CONNECTICUT)
(COUNTY OF FAIRFIELD) ss:
, 2013
of ___________________________________________
Personally appeared
(Name and title of Officer)
Signer and sealer of the foregoing instrument, who being duly authorized and appointed by the Board of Directors of said
Corporation, acknowledged the foregoing instrument to be his free act and deed and the free act and deed of said
_____________________________________, before me
(Corporation)
____________________________________________
Notary Public
SAMPLE CONTRACT
00 0484B - 2 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
INDIVIDUAL OR PARTNERSHIP ACKNOWLEDGEMENT
(delete words in parenthesis if not a partnership)
(STATE OF
(COUNTY OF
)
)
ss:
_________________________________________, 2013
, (one of the members of the partnership of)
Personally appeared
________________________ , signer and sealer of the foregoing instrument and acknowledged the same
to be his free act and deed (and the free act and deed of said partnership), before me
_________________________________________
Notary Public (seal)
Approved as to legal sufficiency
Date________________________________________
__________________________________________
Town Counsel
I hereby certify that the estimated amount of this contract does not exceed the unencumbered balances of amounts
duly appropriated and against which this contract is chargeable as indicated hereon.
Date_________________________________________
SAMPLE CONTRACT
_________________________________________
Comptroller
00 0484B - 3 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
AGREEMENT
CONTRACT NO.
THIS AGREEMENT, executed this
day of
in
the
year
Two
Thousand
Thirteen (herein referred to as the "AGREEMENT"), by and between the Town of Greenwich,
Connecticut, acting through __________________________________________________ hereunto duly
authorized, "OWNER" and ___________________________________________,
acting through __________________________________________________ (insert name of individual
and title) duly authorized, "CONTRACTOR".
WITNESSETH, that the parties to these presents, each in consideration of the under-taking, promises
and agreements on the part of the other herein contained, have undertaken, promised and agreed to do
hereby undertake, promise and agree, the Owner for itself, its successors and assigns, and the
Contractor for himself and his heirs, executors, administrators, successors and assigns, as follows:
1.
DEFINITIONS:
Wherever the words hereinafter defined or pronouns used in their stead occur in the Contract
Documents, they shall have the following meaning:
The word "Owner" shall mean the Town of Greenwich and shall include its authorized representative.
The word "Contractor" shall mean the person or organization identified as such in this Agreement and
shall include his authorized representative.
The words "Contracting Officer or Agency" shall mean that official of the Town which awards the contract,
executes the Agreement and is the Owner's authorized representative.
The Information for Bidders, the Contractor's Bid as accepted by the Owner, the Contract Conditions and
Specifications and the General, Technical and Materials Specifications, the Drawings, and all addenda
and amendments to any of the foregoing, collectively constitute the Contract Documents, and are
sometimes herein referred to as the "Contract".
2.
DESCRIPTION OF WORK:
3.
PAYMENT:
The Contractor shall be paid on a monthly basis after presentation of vouchers, and subject to
acceptance and approval by the Town of Greenwich.
Such payments will be made by the Town of Greenwich monthly for all services actually
rendered, and the acceptance by the Contractor of any such monthly payment shall be a release to the
Town of all claims and all liability to the Contractor in connection with the contract, arising during the
period for which payment is made. No payment, however, shall operate to release the Contractor or its
sureties or insurers from any obligation under the Contract to be entered into or the Performance Bond or
any insurance policies issued in connection with said contract.
SAMPLE CONTRACT
00 0484B - 4 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
4.
NOVEMBER 19TH, 2013
PERFORMANCE MAINTENANCE AND PAYMENT BOND:
The Contractor shall, simultaneously with the signing of the Contract, furnish the Town the
executed Performance, Maintenance and Payment Bond of a surety company authorized to do business
in the State of Connecticut, and acceptable to the Town, in the sum of the full amount of the Contract
obligation in the form provided by the Town.
THE ABOVE IS ONLY REQUIRED FOR CONTRACTS EXCEEDING $100,000.00.
5.
GUARANTEE:
The Contractor guarantees that the Work and services to be performed, furnished, used or
installed in the construction of the same, shall be free from defects and flaws, and shall be performed and
furnished in strict accordance with the Drawings, if any, Specifications, and other Contract Documents,
that the strength of all parts of all manufactured equipment shall be adequate and as specified and that
the performance test requirements of the Contract shall be fulfilled. This guarantee shall be for a period of
one year from and after the date of completion and acceptance of the Work as stated in the final
estimate. The Contractor shall repair, correct or replace as required, promptly and without charge, all
work, equipment and material, or parts thereof, which fail to meet the above guarantee or which in any
way fail to comply with or fail to be in strict accordance with the terms and provisions and requirements of
the Contract during such one-year period, and also shall repair, correct, or replace all damage to the
Work resulting from such failure.
6.
DEFECTIVE WORK:
The inspection of the Work shall not relieve the Contractor of any of his obligations to perform
and complete the Work as required by the Contract. Defective work shall be corrected and unsuitable
materials, equipment apparatus and other items shall be replaced by the Contractor, notwithstanding that
such work, materials, equipment, apparatus and other items may have been previously overlooked or
accepted or estimated for payment. If the work or any part thereof shall be found defective at any time
before the final acceptance of the work, the
Contractor shall forthwith make good such defect in a manner satisfactory to the Town; if any material,
equipment, apparatus or other items brought upon the site for use or incorporation in the work, or
selected for the same, is condemned by the Town as unsuitable or not in conformity with the
Specifications or any of the other Contract Documents, the Contractor shall forthwith remove such
materials, equipment, apparatus and other items from the site of the Work and shall at his own cost and
expense make good and replace the same and any material furnished by the Town which shall be
damaged or rendered defective by the handling or improper installation by the Contractor, his agents,
servants, employees or subcontractors.
7.
COMPLIANCE WITH LAWS:
The Contractor shall keep himself fully informed of all existing and future federal, state and local
laws, ordinances, rules and regulations affecting those engaged or employed on the work, the materials
and equipment used in the work or the conduct of the work, and of all orders, decrees and other
requirements of bodies or tribunals having any jurisdiction or authority over the same. If any discrepancy
or inconsistency is discovered in the Drawings, if any, Specifications or other Contract Documents in
relation to any such law, ordinance, rule, regulation, order, decree or other requirement, the Contractor
shall forthwith report the same to the Town in writing. The Contractor shall at all times observe and
comply with, and cause all his agents, servants, employees and subcontractors to observe and comply
with all such existing and future laws, ordinances, rules, regulations, orders, decrees and other
requirements, and he shall protect, indemnify and save harmless the Town, its officers, agents, servants
and employees from and against any and all claims, demands, suits proceedings, liabilities, judgments,
penalties, losses, damages costs and expenses, including attorneys' fees, arising from or based upon
SAMPLE CONTRACT
00 0484B - 5 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
any violation or claimed violation of any such law, ordinance, rule, regulation, order, decree or other
requirement, whether committed by the Contractor or any of his agents, servants, employees or
subcontractors.
8.
INDEMNITY:
The Contractor shall indemnify and save harmless the Town and its officers, agents, servants
and employees, from and against any and all claims, demands, suits, proceedings, liabilities, judgments,
awards, losses, damages, costs and expenses, including attorneys' fees, on account of bodily injury,
sickness, disease or death sustained by any person or persons or injury or damage to or destruction of
any property, directly or indirectly arising out of, relating to or in connection with the Work, whether or not
due or claimed to be due in whole or in part to the active, passive or concurrent negligence or fault of the
Contractor, his officers, agents, servants or employees, any of his subcontractors, the Town any of his
respective officers, agents, servants or employees and/or any other person or persons, and whether or
not such claims, demands, suits or proceedings are just, unjust, groundless, false or fraudulent; and the
Contractor shall and does hereby assume and agrees to pay for the defense of all such claims, demands,
suits and proceedings; and provided that the Contractor shall not be required to indemnify the Town, its
officers, agents, servants or employees against any such damages occasioned solely by acts or
omissions of the Town other than supervisory acts or omissions of the Town in connection with the Work.
INDEMNITY AGAINST SUBCONTRACTORS' CLAIMS:
If any other contractor or any subcontractor of any such other contractor shall suffer or claim to
have suffered loss, damage or delay by reason of the acts or omissions of the Contractor or of any of his
subcontractors, the Contractor agrees to assume the defense against any such claim and to reimburse
such other contractor or subcontractor for such loss or damage. The Contractor agrees to and does
hereby indemnify and save harmless the Town from and against any and all claims by such other
contractors or subcontractors, alleging such loss, damage or delay and from and against any and all
claims, demands, suits, proceedings, liabilities, judgments, awards, losses, damages, costs and
expenses including attorneys' fees, arising out of, relating to or resulting from such claims.
9.
PATENTS:
The Contractor shall indemnify and save harmless the Town and all persons acting for or on
behalf of the Town from all claims and liability of any nature or kind, and all damages, costs and
expenses, including attorneys' fees, arising from or occasioned by an infringement or alleged
infringement of any patents or patent rights on any invention, process, materials, equipment, article, or
apparatus, or any part hereof, furnished and installed by the Contractor, or arising from or occasioned by
the use or manufacture thereof, including their use by the Town.
10.
CHANGES:
The Town, through its designated Agent, may make changes in the Work and in the Drawings, if
any, and Specifications therefore by making alterations therein, additions, thereto or omissions there
from. All work resulting from such changes shall be performed and furnished under and pursuant to the
terms and conditions of the Contract. If such changes result in an increase or decrease in the Work to be
done hereunder, or increase or decrease the quantities thereof, adjustment in compensation shall be
made therefore. For eliminated or decreased work the Contractor shall allow the Town a reasonable
credit as determined by the Parties. Except in an emergency endangering life or property, no change
shall be made unless in pursuance of a written order from the Town authorizing the change, and no claim
for additional compensation shall be valid unless the change is so ordered.
The Contractor agrees that he shall neither have nor assert any claim for or be entitled to any
additional compensation for damages or for loss of anticipated profits on work that is eliminated.
SAMPLE CONTRACT
00 0484B - 6 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
11.
NOVEMBER 19TH, 2013
CLAIMS FOR DAMAGES:
If the Contractor makes claim for any damages alleged to have been sustained by breach of
contract or otherwise, he shall, within ten (10) days after occurrence of the alleged breach or within ten
(10) days after such damages are alleged to have been sustained whichever date is the earlier, file with
the Contracting Officer a written, itemized statement of the details of the alleged breach and the details
and amount of the alleged damages. The Contractor agrees that unless such
statement is made and filed as so required, his claim for damages shall be deemed waived, invalid and
unenforceable, and that he shall not be entitled to any compensation for any such alleged damages.
Within ten (10) days after the timely filing of such statement, the Contracting Officer shall file with the
appropriate department of the Town, one copy of the statement, and shall file with the Town and the
Contractor his determination thereon. The Contractor shall not be entitled to claim any additional
compensation for damages by reason of any direction, instruction, determination or decision of the Town
or its agents, nor shall any such claims be considered, unless the Contractor shall have complied in all
respects with the provisions of this paragraph.
12.
ABANDONMENT OF THE WORK OR OTHER DEFAULT:
If the Work shall be abandoned, or any part thereof shall be sublet without previous written
consent of the Town, or the Contract or any moneys payable hereunder shall be assigned otherwise than
as herein specified, or if at any time the Contracting Officer shall be of the opinion, and shall so certify in
writing, that the conditions herein specified as to rate of progress are not being complied with, or that the
Work or any part thereof is being unnecessarily or unreasonably delayed, or that the Contractor has
violated or is in default under any of the provisions of the Contract, or if the Contractor becomes bankrupt
or insolvent or goes or is put into liquidation or dissolution, either voluntarily or involuntarily, or petitions
for an arrangement or reorganization under the Bankruptcy Act, or makes a general assignment for the
benefit of creditors or otherwise acknowledges insolvency, the happening of any of which shall be and
constitute a default under the Contract, the Town may notify the Contractor in writing, with a copy of such
notice mailed to the surety, to discontinue all Work or any part thereof; thereupon the Contractor shall
discontinue such Work or such part thereof as the Town may designate; and the Town may, upon giving
such notice, by Contract or otherwise as it may determine, complete the Work or such part thereof and
charge the entire cost and expense of so completing the work. The Town shall be entitled to
reimbursement from the Contractor and the Contractor agrees to pay to the Town any losses, damages,
costs and expenses, including attorneys' fees, sustained or incurred by the Town by reason of any of the
foregoing causes. For the purpose of such completion the Town may for itself or for any Contractors
employed by the Town take possession of and use or cause to be used any and all materials, equipment,
plant, machinery, appliances, tools, supplies and such other items of every description that may be found
or located at the site of the Work.
All costs, expenses, losses, damages, attorneys' fees, and any and all other charges incurred by
the Town under this subsection shall be charged against the Contractor and deducted and/or paid by the
Town out of any moneys due and payable or to become due or payable under the Contract to the
Contractor; in computing the amounts chargeable to the Contractor, the Town shall not be held to a basis
of the lowest prices for which the completion of the Work or any part thereof might have been
accomplished, but all sums actually paid or obligated therefore to effect its prompt completion shall be
charged to and against the account of the Contractor. In case the costs, expenses, losses, damages,
attorneys' fees and other charges together with all payments theretofore made to or for the account of the
Contractor are less than the sum which would have been payable under the Contract if the Work had
been properly performed and completed by the
Contractor, the Contractor shall be entitled to receive the difference, and, and in case such costs,
expenses, losses, damages, attorneys' fees and other charges, together with all payments theretofore
made to or for the account of the Contractor, shall exceed the said sum, the Contractor shall pay the
amount of the excess to the Town.
SAMPLE CONTRACT
00 0484B - 7 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
13.
NOVEMBER 19TH, 2013
LIENS:
If at any time any notices of lien or other legal process are filed for labor performed or materials
or equipment manufactured, furnished, or delivered to or for the Work, the Contractor shall, at its own
cost and expense, promptly discharge, remove or otherwise dispose of the same, and until such
discharge, removal or disposition, the Town shall have the right to retain from any moneys payable
hereunder an amount which, in its sole judgment, it deems necessary to satisfy such liens and pay the
costs and expenses, including attorneys' fees, of defending any actions brought to enforce the same, or
incurred in connection therewith or by reason thereof.
14.
CLAIMS:
If at any time there be any evidence of any claims for which the Contractor is or may be liable or
responsible hereunder, the Contractor shall promptly settle or otherwise dispose of the same, and until
such claims are settled or disposed of, the Town may retain from any moneys which would otherwise be
payable hereunder so much thereof as, in its sole judgment, it may deem necessary to settle or otherwise
dispose of such claims and to pay the costs and expenses, including attorneys' fees, of defending any
actions brought to enforce such claims or incurred in connection therewith or by reason thereof.
15.
LIABILITY OF TOWN:
No person, firm or corporation, other than the Contractor, who signed this Contract as such, shall
have any interest herein or rights hereunder. No claim shall be made or be valid either against the Town
or any agent of the Town and neither the Town nor any agent of the Town shall be liable for or be held to
pay any money, except as herein provided. The acceptance by the Contractor of the payment as fixed in
the final estimate shall operate as and shall be a full and complete release of the Town and of every
agent of the Town of and from any and all claims, demands, damages and liabilities of, by or to the
Contractor for anything done or furnished for or arising out of or relating to or by reason of the Work or for
or on account of any act or neglect of the Town or of any agent of the Town or of any other person,
arising out of, relating to or by reason of the Work, except the claim against the Town for the unpaid
balance, if any there be, of the amounts retained as herein provided.
16.
PROVISIONS REQUIRED BY LAW DEEMED INSERTED:
Each and every provision of law and clause required by law to be inserted in the Contract shall
be deemed to be inserted herein, and the Contract shall be read and enforced as though they were
included herein. If through mistake or otherwise any such provision is not inserted, or is not correctly
inserted, then upon the application of either party, the Contract shall forthwith be physically amended to
make such insertion.
17.
PERMITS:
The Contractor shall, at his own expense, take out and maintain all necessary permits from the
State, Town, or other public authorities; shall give all notices required by law; and shall post all bonds and
pay all fees and charges incident to the due and lawful prosecution of the Work.
18.
NOT TO SUBLET OR ASSIGN:
The Contractor shall constantly give his personal attention to the faithful prosecution of the Work,
shall keep the same under his personal control, shall not assign the Contract or sublet the Work or any
part thereof without the previous written consent of the Town, and shall not assign any of the moneys
payable under the Contract, or his claim thereto, unless by and with the like written consent of the Town
and the surety on the Contract Bonds. Any assignment or subletting in violation hereof shall be void and
unenforceable.
SAMPLE CONTRACT
00 0484B - 8 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
19.
NOVEMBER 19TH, 2013
EMPLOY COMPETENT PEOPLE:
The Contractor shall employ only competent people on the Work and shall not employ people or
means which may cause strikes, work stoppages and/or disturbances by workmen employed by the
Contractor, any subcontractor, the Town, the Contracting Officer or any other contractor. Whenever the
Contracting Officer notifies the Contractor in writing that in his opinion any person on the Work is
incompetent, unfaithful, disorderly, or otherwise unsatisfactory or not employed in accordance with the
provisions of the Contract, such person shall be discharged from the Work and shall not again be
employed on it, except with the written consent of the Contracting Officer.
20.
EMPLOY SUFFICIENT LABOR AND EQUIPMENT:
If in the sole judgment of the Contracting Officer the Contractor is not employing sufficient labor,
plant, equipment or other means to complete the Work within the time specified, the Contracting Officer
may, after giving written notice, require the Contractor to employ such additional labor, plant, equipment
and other means as the Contracting Officer deems necessary to enable the Work to progress properly.
21.
INTOXICATING LIQUORS:
The Contractor shall not sell and shall neither permit nor suffer the introduction or use of
intoxicating liquors upon or about the Work.
22.
ACCESS TO WORK:
The Town, the Contracting Officer, and their officers, agents, servants and employees may at any
and all times and for any and all purposes, enter upon the Work and the site thereof and the premises
used by the Contractor, and the Contractor shall at all times provide safe and proper facilities therefore.
23.
EXAMINATION OF WORK:
The Contracting Officer shall be furnished by the Contractor with every reason able facility for
examining and inspecting the Work and for ascertaining that the Work is being performed in accordance
with the requirements and intent of the Contract, even to the extent of requiring the uncovering or taking
down portions of finished work by the Contractor.
24.
EXTRA WORK:
The Contractor shall perform any extra work (work in connection with the Contract but not
provided for herein) when and as ordered in writing by the Contracting Officer, at the unit prices stipulated
in the Contract for such work or, if none are so stipulated, either (a) at the price agreed upon before such
work is commenced and named in the written order for such work, or (b) if the Contracting Officer so
elects, for the reasonable cost of such work, as determined by the Contractor and approved by the
Contracting Officer, plus a percentage of such cost, as may be agreed upon by Contract and Contracting
Officer.
25.
CHANGES NOT TO AFFECT BONDS:
It is distinctly agreed and understood that any changes made in the work or the Drawings or
Specifications therefore (whether such changes increase or decrease the amount thereof or the time
required for its performance) or any changes in the manner or time of payments made by the Town to the
Contractor, or any other modifications of the Contract, shall in no way annul, release, diminish or affect
the liability of the surety on the Contract Bonds given by the Contractor, it being the intent hereof that
notwithstanding such changes the liability of the surety on said bonds continue and remain in full force
SAMPLE CONTRACT
00 0484B - 9 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
and effect.
26.
PRICES FOR WORK:
The Town shall pay and the Contractor shall receive the prices stipulated in the Bid made a part
hereof as full compensation for everything performed and furnished and for all risks and obligations
undertaken by the Contractor under and as required by the Contract.
27.
MONEYS MAY BE RETAINED:
The Town may at any time retain from any moneys which would otherwise be payable
hereunder so much thereof as the Town may deem necessary to complete the Work hereunder and to
reimburse it for all costs, expenses, losses, damage and damages chargeable to the Contractor
hereunder.
28.
USE OR PARTIAL PAYMENT NOT ACCEPTANCE:
It is agreed that this is an entire contract for one whole and complete Work or result and that
neither the Town’s entrance upon or use of the Work or any part thereof nor any partial payments by
the Town shall constitute an acceptance of the Work or any part thereof before its entire completion
and final acceptance.
29.
NON-CONNECTICUT CONTRACTORS:
Pursuant to Connecticut General Statutes §12-430(7), as amended by Connecticut
Public Act #11-61, Section 66, a nonresident contractor shall comply with the State of Connecticut’s
bonding requirements.
30.
PAYMENT TO SUBCONTRACTORS:
As required by Section 49-41a of the Connecticut General Statutes, within thirty days after
payment to the Contractor by the Town for work under this Contract, he shall pay any amounts due any
subcontractor, whether for labor performed or materials furnished when such labor or materials has been
included in a requisition submitted by such Contractor and paid by the Town.
31.
INSURANCE:
Insurance coverage required as noted in "Exhibit A" attached.
32.
PREVAILING WAGE RATES; CONSTRUCTION SAFETY AND HEALTH
COURSE:
Except as noted below, the Contractor shall comply with the current provisions of Section 31-53 of
the General Statutes of the State of Connecticut, a part of which is quoted as follows:
"The wages paid on an hourly basis to any person performing the work of any mechanic, laborer
or worker on the work herein contracted to be done and the amount of payment or contribution
paid or payable on behalf of each such person to any employee or welfare fund, as defined in
subsection (h) of section 31-53 of the General Statutes, shall be at a rate equal to the rate
customary or prevailing for the same work in the same trade or occupation in the town in which
such public works project is being constructed. Any contractor who is not obligated by
agreement to make payment or contribution on behalf of such persons to any such employee
welfare fund shall pay to each mechanic, laborer or worker as part of such person’s wages the
amount of payment or contribution for such person’s classification on each pay day."
SAMPLE CONTRACT
00 0484B - 10 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
All Contractors and subcontractors shall submit certified weekly payrolls, on forms furnished by
the Town, for all contracts meeting the aforementioned monetary limits. The certified payrolls shall be
submitted with the Contractor's monthly certificate for payment.
Section 31-55a of the General Statutes of the State of Connecticut provides that the prevailing
wage rates applicable to any awarded contract or subcontract are subject to annual adjustments each
July 1st for the duration of the project.
Each Contractor that is awarded a contract shall pay the annual adjusted prevailing wage rate
that is in effect each July 1st, as posted by the Department of Labor.
It is the Contractor’s responsibility to obtain the annual adjusted prevailing wage rate increases
directly from the Department of Labor’s web site. The annual adjustments will be posted on the
Department’s of Labor web page: www.ctdol.state.ct.us. For those without Internet access, contact the
division listed below.
The Contractor shall also furnish proof with the weekly certified payroll for the first week each
employee begins work that any person performing the work of a mechanic, laborer or worker has completed a
course of at least ten (10) hours in duration in construction safety and health approved by the federal
Occupational Safety and Health Administration in accordance with Connecticut General Statutes Section 3153b and regulations adopted by the State of Connecticut Labor Commissioner.
The provisions of this section (32) shall not apply where the total cost of all work to be performed
by all Contractors and subcontractors in connection with new construction of any public works project is
less than four hundred thousand dollars ($400,000) or where the total cost of all work to be performed by
all contractors and subcontractors in connection with any remodeling, refinishing, refurbishing,
rehabilitation, alteration or repair of any public works project is less than one hundred thousand dollars
($100,000).
Questions can be directed to the Contract Compliance Unit, Wage and Workplace Standards
Division, Connecticut Department of Labor, 200 Folly Brook Blvd., Wethersfield, CT 06109 at 860-2636790.
33.
GOVERNING LAW:
The laws of the State of Connecticut shall govern this Contract and any and all litigation related to
this Contract. In the event of litigation related to this Contract, the exclusive forum shall be the State of
Connecticut and the exclusive venue for such litigation shall be the Judicial District for Stamford/Norwalk
at Stamford.
IN WITNESS, WHEREOF, the parties of the AGREEMENT have hereunto set their hand and seals the day
first above written.
TOWN OF GREENWICH, CONNECTICUT
BY_________________________________
THE CONTRACTOR
BY_________________________________
END OF SECTION 00 0484
SAMPLE CONTRACT
00 0484B - 11 of 11
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
DOCUMENT 00 0485 – CONSENT OF SURETY
CONSENT OF SURETY
The Undersigned surety, being the surety which issued bonds No._________ for the Town of
Greenwich Contract No. ___________ hereby consents to release of final payment and all
retainages to the contractor- principal.
(Name of Surety)
By_______________________________________
Its
ACKNOWLEDGMENT
STATE OF:
ss:
COUNTY OF:
This is to certify the above signatory who executed this instrument was either known to me or
satisfactorily proven to me to be the person whom he purports to be.
______________________________________
Notary Public
END OF SECTION 00 0485
CONSENT OF SURETY
00 0485 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 0486 AFFIDAVIT FOR FINAL PAYMENT
AFFIDAVIT FOR FINAL PAYMENT
The undersigned, being duly sworn, deposes and says:
1.
That he is the _______________________________(Title) of the contractor in
hereinafter referred to and is authorized to execute this affidavit on behalf of the
contractor;
2.
In connection with Contract #___________ for ________________________
(Project Title) it is represented that all payroll, bills for services, materials, supplies,
equipment and other indebtedness have been paid or otherwise satisfied and that
there are no outstanding claims against the undersigned by any sub-contractor or
material supplier, or no outstanding claims to file a claim against the Town of
Greenwich;
3.
This affidavit is made at the request of the Town of Greenwich for the purpose of
inducing final payment and knowing that it will rely upon the truth of the
representation herein made.
Subscribed and sworn to
before me this____ day
of____________, 20___
_______________________________
Notary Public
________________________________
(Type or print name person authorized to sign)
END OF SECTION 00 0486
AFFIDAVIT FOR FINAL PAYMENT
00 0486 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 00 8500 – LIST OF DRAWINGS
DWG N0.
DRAWING NAME
A000
A001
COVER SHEET
ABBREVIATIONS, SYMBOLS, NOTES
ARCHITECTURAL
A100
A101
A102
GYMNASIUM PLANS, DOOR TYPES, DETAILS
GYMNASIUM BUILDING ELEVATIONS
WALL SECTIONS, WINDOW TYPES
END OF SECTION 00 0850
LIST OF DRAWINGS
00 8500 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 1000 – SUMMARY OF WORK
PART 1 - GENERAL
1.1
PROJECT INFORMATION
A.
Project: International School at Dundee Gym Window Replacement Project
B.
Project Location:
1.
International School at Dundee
55 Florence Road, Riverside, CT 06878
C.
Owner: Greenwich Public Schools.
D.
Architect: KSQ Architects, PC. 235 Main Street, White Plains, NY 10601
E.
Construction Manager: School Construction Consultants, 190 Motor Parkway, Suite 201,
Hauppauge, NY 11788
F.
The Gymnasium Building work is to include all of the existing windows and frames to be
removed and replaced with new system. This is to include the interior vestibule area and
exterior egress doors.
G.
Work by Owner: No separate contracts are anticipated for the completion of this work.
H.
The Project will be constructed under a single prime-contracting arrangement.
1.2
GENERAL REQUIREMENTS
A.
DIVISION 0 - BIDDING DOCUMENTS, CONTRACTS AND CONDITIONS
B.
DIVISION 1 - GENERAL REQUIREMENTS
1.3
GENERAL WORK CONTRACTOR
A.
Owner’s Contract Documents and Forms
B.
The work of the General Contract includes but not limited to the following: BASE BID: Part 1
C.
1.
All front end documentation, schedules, submittals, field measurements and preparation
of shop drawings, followed by ordering windows.
2.
Provision of window system, consisting of fixed, operable, insulated and spandrel units.
3.
Delivery of windows stored in containers provided by the contractor.
The work of the General Contract includes but not limited to the following: BASE BID: Part 2
1.
Asbestos Abatement
2.
Scoping of work area.
3.
Scaffolding or operable lift sequencing.
4.
Selective removals of existing façade curtainwall (by abatement contractor).
5.
Temporary watertight protection of openings.
6.
Provision of structural work, clips, fastener plates etc.
7.
Installation of new window system, doors, panels.
8.
Providing insulation as required.
SUMMARY OF WORK
01 1000 - 1 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
D.
1.4
A.
NOVEMBER 19TH, 2013
9.
Partial removal of existing ceilings to access work.
10.
Partial installation of new ceilings at window heads.
11.
Provide caulking as required.
12.
Provision of close out documents, including but not limited to as-builts, operations
manuals and warranty/ guarantees.
13.
Firestopping for work under this contract.
Special Notes: Contract #1 - General Work Contractor:
1.
Access doors furnished by General Contractor.
2.
All existing ceiling removal / replacements necessary to install GC work will be by GC
including temporary support for all lighting fixtures, smoke detectors, etc.
3.
All new roof curbs, if indicated, are provided by GC. Temporary weather protection by
GC. Demo of existing roof curbs by GC. Curbs, pitch pockets, etc. will be flashed /
watertight by GC.
4.
GC and subcontractors will not be allowed to use existing or new plumbing fixtures to
wash out mortar pans, grout, adhesives, etc.
5.
GC is specifically reminded that there may be miscellaneous asbestos pipe insulation /
fittings above some ceiling areas. Contractor will investigate above the ceiling prior to
demolition and carefully perform the removal where necessary to not disturb any
insulation / fittings above.
6.
GC will paint all existing door frames scheduled for new doors / hardware on door
schedule. Frame to be painted on all sides.
SUBCONTRACTORS / SUPPLIERS
Submittal of Primary Sub-Contractors and Suppliers include but not limited to the following:
TO BE INCLUDED IN CONTRACTOR’S PROPOSAL
Construction Contractor:
1.5
1.
Asbestos Abatement
2.
Windows
3.
Doors and Frames
CONTRACTOR’S USE OF PREMISES
A.
General: During the construction period the prime Contractors jointly shall have full use of the
premises for construction operations, including use of the site. Each prime contractor’s use of
the premises is limited only by the Owner’s right to perform work or retain other contractors on
portions of the Project.
B.
Access to each building will be Monday through Friday, 6:00 am thru 9:00 pm. Access to the
buildings on weekends will not be permitted without written permission by the Owner. If access
is granted on weekends, the District reserves the right to invoice the Contractor for their
personnel costs in the form of a change order to the Contract.
C.
Use of the Site: Limit use of the premises to work in areas indicates. Confine operations to
areas within contract limits indicated. Do not disturb portions of the site beyond the areas in
which the Work is indicated.
1.
Owner Occupancy: Allow for Owner occupancy and use by the public.
SUMMARY OF WORK
01 1000 - 2 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.
D.
1.6
NOVEMBER 19TH, 2013
Driveways and Entrances: Keep driveways and entrances serving the premises clear and
available to the Owner, the Owner’s employees, and emergency vehicles at all times. Do
not use these areas for parking or storage of materials. Schedule deliveries to minimize
space and time requirements for storage of materials and equipment on site.
Use of the Existing Building: Maintain the existing building in a weather tight condition
throughout the construction period. Repair damage caused by construction operations. Take
all precautions necessary to protect the building and its occupants during the construction
period.
OCCUPANCY REQUIREMENTS
A.
Full Owner Occupancy: The Owner will occupy the site and existing building during the entire
construction period. Cooperate with the Owner during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to interfere with the Owner’s
operations.
B.
Partial Owner Occupancy: The Owner reserves the right to occupy the place and install
equipment in completed areas of the building prior to Substantial Completion, provided such
occupancy does not interfere with completion of the Work, Such placing of equipment and
partial occupancy shall not constitute acceptance of the total Work.
1.7
A.
B.
1.
The Architect will prepare a Certificate of Substantial Completion for each specific portion
of the Work to be occupied prior to Owner occupancy.
2.
Obtain a Certificate of Occupancy from local building officials prior to Owner occupancy.
3.
Prior to partial Owner occupancy, mechanical and electrical systems shall be fully
operational. Required inspections and tests shall have been successfully completed.
Upon occupancy, the Owner will operate and maintain mechanical and electrical systems
serving occupied portions of the building.
4.
Upon occupancy, the Owner will assume responsibility for maintenance and custodial
service for occupied portions of the building.
DEFINITIONS
Definitions as applied to “Contractors” involved with the work of this Project:
1.
“The Contractor” or “Contractor” meaning that Respective Prime Contractor normally
responsible for that work referenced;
2.
“Respective Prime Contractor” meaning either the - General Trades, Plumbing, HVAC or
Electrical Contractors normally responsible for the referenced work;
3.
“Trade Contractor” meaning that Respective Prime Contractor as above; and such other
terms relating to Contractors to be taken in context with respect to referenced work.
4.
Further, wherein said Division 0 and 1 and respective Sections therein, any reference is
made to “General Contractor”, same shall be construed to mean “Contractor for the
General Construction”.
5.
The Architect cannot guarantee the correctness of the existing conditions shown and
assumes no responsibility therefore, it shall be the responsibility of the Contractor to visit
the site and verify all existing conditions prior to bid.
The Owner will purchase certain items required for the overall operation of this facility.
1.
The Contractor(s) will cooperate with said vendors as may be necessary to permit the
work to be accomplished.
SUMMARY OF WORK
01 1000 - 3 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
a.
b.
NOVEMBER 19TH, 2013
The cooperation may extend to the receiving, unloading and placement of said
equipment if directed by the Owner.
Terms of payment, if any, shall be in accordance with Article 7 of the General
Conditions as amended or modified.
C.
The Contractor is advised that the Owner may enter into separate contracts as may be in their
best interests.
D.
The Contractor is further advised that there will be a full time on-site Project Representative/
Construction Manager, whose duties will be defined at the pre-construction meeting.
E.
ADDITIONAL SECURITY PROVISIONS
1.8
1.
All Contractors’ employees shall use a single means of access and egress, except in the
case of emergency, to be designated by the Construction Manager.
2.
Each Contractor and each Subcontractor shall require his employees, while on the job
site, to wear, in a conspicuous location, a Photo I.D. button bearing the name of the
Contractor. The buttons of each Contractor shall be numbered consecutively. An up-todate list of all I.D. buttons, indicating the name and number for each employee, shall be
furnished to the Construction Manager.
ASBESTOS AND LEAD PAINT AWARENESS REQUIREMENTS
A.
Contractor agrees not to use or permit the use of any asbestos containing material in or on any
property belonging to the Owner.
B.
For purposes of this requirement, asbestos free shall mean free from all forms of asbestos,
including - actinolite, amosite, anthrophyhllite, chrysotile, cricidolite and tremolite, both in friable
and non-friable states and without regard to the purposes for which such material is used.
C.
Reference Section 028200 of these documents for procedures and protocols to be followed in
the event of discovery of asbestos or lead paint contamination.
D.
Contractors will investigate / verify then carefully demolish existing ceiling items so as not to
disturb any asbestos containing fittings and / or insulation which may be located above existing
ceilings.
1.9
A.
CONSTRUCTION TIME AND PHASING REQUIREMENTS
The Contractor is advised the “time is of the essence” of the Contract as defined in Article 8 of
the “General Conditions” for the completion of the construction of the facility.
1.
It is understood that the work is to be carried through to completion with the utmost speed
consistent with good workmanship.
2.
Time of Completion shall be as established in the Milestone Schedules (Section 011100).
3.
Further, safe and legal ingress and egress shall be maintained at all times to and through
the occupied portions of the construction site.
B.
Work shall proceed in such a manner as to cause the least amount of disruption to the ongoing
operations as possible.
C.
COORDINATE CLOSELY WITH SCHOOL OPERATING PERSONNEL.
D.
All work and storage areas shall be completely enclosed by a fence or barricade at all times so
that no student or the public can approach the area or the equipment.
1.
The Contractor shall maintain fences and barricades at all times and shall -
2.
Repair/ restore and/ or pay for any temporary fencing damaged by their work.
SUMMARY OF WORK
01 1000 - 4 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
E.
1.10
A.
1.11
A.
1.12
A.
NOVEMBER 19TH, 2013
3.
Maintain at all times, all exits and walkways from the Building.
4.
Where the barricade is removed for work, the Contractor performing such work shall
provide adequate safety personnel to prevent unauthorized persons from approaching
the work area.
CONSTRUCTION PHASING
1.
The phasing and/ or milestone schedule contained in Section 011100 has been
established for the overall construction of the project.
2.
The Contractor is advised that areas of the existing buildings which are to be added to
and / or altered under this Contract will remain in use during construction, coordinate with
Section 015000 for temporary facilities.
3.
Electrical and mechanical services to the functioning spaces shall be maintained at all
times.
4.
Swing-overs to new facilities shall be made so as to cause the least interruption to the
facilities’ operations.
5.
Limit utility shutdowns to two consecutive non-school work days at no additional cost to
the Owner unless prior agreement is made with the operating personnel of the facility.
6.
The Contractor shall provide and maintain all required separations between old and new
construction to prevent:
a.
Unauthorized entrance to construction areas by others than Architect, Construction
Manager or Owner.
b.
Heat loss from existing buildings.
c.
Water (rain or ground water) infiltration into existing building.
7.
Exterior alteration and restoration, as requires, may proceed outside of phasing schedule
at the Contractor’s option with concurrence from the Architect, Construction Manager and
Owner.
8.
Site development work shall proceed in such a manner to cause the least amount of
disruption to the ongoing operations as possible.
PROOF OF ORDERS AND DELIVERY DATES - Coordinate with Sections 01 3300.
Within 2 weeks after the approval of shop drawings, samples, product data and the like, the
Contractor shall provide copies of purchase orders for all equipment and materials which are
not available in local stock. The Contractor shall submit written statements from suppliers
confirming the orders and stating promised delivery dates.
INTENT OF DOCUMENTS
In the event of conflict, ambiguity and/or unclear circumstances between any of the
requirements of the Contract Documents, the requirement that is most inclusive and of highest
quality, quantity, and/or cost shall govern. The Contractor shall (1) provide the better quality or
greater quantity of Work and/or (2) comply with the more stringent requirement; either or both in
accordance with the Architect’s interpretation. The Contractor herewith agrees that no extra
compensation shall be awarded to him based upon a claim of conflict, ambiguity or unclear
circumstances in the Contract Documents. See the General Conditions for greater detail.
FIELD MEASUREMENTS
Each Respective Contractor shall take all necessary field measurements prior to fabrication and
installation of work and shall assume complete responsibility for accuracy of same.
SUMMARY OF WORK
01 1000 - 5 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
B.
1.13
A.
1.14
NOVEMBER 19TH, 2013
This project is an ALTERATION / RENOVATION and therefore necessitates additional attention
to existing conditions receiving newly fabricated and installed equipment, i.e. note the
requirements for field dimensioning of shop fabricated items whether or not so required by each
technical section.
INITIAL SUBMITTAL REQUIREMENTS
As outlines in Sections 01 3300 and 01 5000, each Contractor shall provide items noted
including - bonds, insurance, emergency telephone numbers, progress scheduling, schedules of
submittals, subcontractor listings and the like prior to the start of any work.
SCHEDULES
A.
The milestone schedule presented in the documents is for bidding and general purposes. Due
to the nature of the work, it is the intention of the Construction Manager to negotiate actual work
periods for the project among the various Prime Contractors involved with this bidding process,
as well as separate contractors involved with other phases of the work solicited under separate
proposals. Each Contractor shall, under terms of Article 6 of the General Conditions, mutually
cooperate in the rescheduling of work to permit an uninterrupted use of the facilities by the
Owner, without additional cost to the Owner.
B.
General
C.
1.15
A.
1.
The objective of this project is to complete the overall work in the shortest period of time
and to protect the building and occupants from damages caused by weather and
construction activity during the progress of the work.
2.
To meet these objectives, the Contractor shall plan the work, obtain materials, and
execute the construction in the most expeditious manner possible in accordance with the
requirements listed below.
3.
If the Contractor fails to expedite and pursue any part of the work, the Owner may
terminate the Contract.
4.
The Contractor shall work in coordination with work of other Contractors and with school
activities with special attention to noise, dust, safety and other contract requirements for
work in and around the occupied buildings.
Milestone Schedule (See Section 01 1100).
ADDITIONAL REQUIREMENTS
The following are additional general and special requirements which will govern the work of the
projects covered by these Documents.
1.
If it appears that some of the work cannot be completed by the scheduled date, the
Contractor shall increase the work force or increase the hours of work, including evenings
and weekends as necessary, at no additional cost to the Owner.
2.
If the work is complete but the area is not cleaned and debris or equipment is not
removed, the Owner shall have the right to prepare the area for occupancy with his own
forces and deduct the costs from the Contract Amount. (If Contractor does not respond
within 24 hours’ notice).
3.
If the Contractor fails to staff the job adequately to meet the completion date, the Owner
reserves the right to assume possession of the material and complete installation with the
Owner’s forces or other Contractors or to require the Contractor to work evenings and
weekends at no additional cost.
SUMMARY OF WORK
01 1000 - 6 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
4.
The school can be made available on weekends and evenings to allow the Contractor
adequate time to complete the work before final completion date. Any custodial cost
resulting in this after hours scheduling will be the Contractor’s responsibility.
5.
In addition to the above-stated requirements for phasing of the work, the Contractors
shall not do any noisy work in the areas where examinations will be conducted as per the
published school calendar.
6.
Work in each work period shall progress at least at a pace in proportion to the Contract
time available.
7.
The Contractor is responsible for temporary protection of all work until acceptance.
8.
The Schools will be closed on Saturdays, Sundays, regularly schedules District holidays,
and at night after cleaning crews have finished.
9.
If any contractor wishes to work at any time when the school is normally closed, that
Contractor shall arrange and pay for custodial services for the building at the applicable
district pay rates.
10.
All existing conditions must be verified in the field. The Owner takes no responsibility for
actual conditions found deviating from the drawings. If existing condition interferes with
contract work, contractor is responsible to eliminate this condition.
11.
Contractor must plan, provide and maintain his own access, ramping, and egress as
required into and out of the site, staging of trailer(s), materials, machinery, and equipment
in agreement with the Construction Manager’s Superintendent. Maintain free and safe
access on the jobsite for other related project personnel. Maintain safe pedestrian or
vehicular traffic must be regulated by a flagman. Trucking and delivery operation should
be coordinated with Construction Manager’s Superintendent and all other trades.
12.
Time is of the essence. Contractors’ proposed schedule must be approved by the
Construction Manager. Contractor shall indicate significant events such as submittals,
shop drawings, material ordering, fabrication, delivery, coordination precedents,
installation, testing and turnover by area or system as agreed with Construction Manager.
A revised progress status shall be required on a weekly basis.
13.
Decisions required from the Construction Manager, Architect and/or Engineer, shall be
anticipated by the Contractor to provide ample time for inspection, investigation or
detailed drawings.
14.
Contractor shall limit his operations including storage of materials and prefabrication to
areas within the Contract Limit Lines unless otherwise permitted by the Construction
Manager at the Owner’s option.
15.
Contractor shall coordinate the use of premises with the Owner and Construction
Manager and shall move at his own expense any stored products under Contractor’s
control, including excavated material, which interfere with operations of the Owner or
separate contractors.
16.
Contractor shall obtain and pay for the use of additional storage of work areas needed for
operations.
17.
Contractor shall assume full responsibility for the protection and safekeeping of products
under this Contract stored on the site and shall cooperate with the Construction Manager
to insure security for the Owner’s Property.
18.
The intention of the work is to follow a logical sequence; however, the Contractor may be
required by Construction Manager to temporarily omit or leave out any section of his
work, or perform his work out of sequence. All such out of sequence work and come back
time to these areas shall be performed at no additional cost.
SUMMARY OF WORK
01 1000 - 7 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
19.
Contractor shall submit a two-week look ahead (man-loaded by work activity and area) to
Construction Manager each week. Contractor’s representative shall attend a weekly
meeting with all contractors, chaired by Construction Manager, for the purpose of job
coordination and sequencing. Contractor is responsible to coordinate the job with other
trades and Construction Manager, and to cooperate with other trades in pursuit of the
overall project’s shop drawings and actively participate in resolving discrepancies,
conflicts, interferences, etc.
20.
Sufficient manpower shall be provided at all times to maintain progress of the job. A
shortage of labor in the industry shall not be accepted as an excuse for not properly
manning the job.
21.
The contractor shall take special care in verifying that his equipment matches the
characteristics of the power being supplied.
22.
Insubordination, unsafe practices, horseplay, abusive behavior or language, wanton
destruction of property, use of drugs or alcohol, possession of firearms, and solicitation
shall not be tolerated. There will be no warnings, and Contractor shall designate a
responsible on-site supervisor to handle any situations that may arise, including
termination.
23.
Contractor is responsible to supply and install all wood blocking/bracing necessary to
properly secure their work. This responsibility includes coordinating the installation in
concealed areas without delaying other trades.
24.
Union business shall not be conducted on site. Any Union representatives that visit the
site must declare what Contractor’s personnel they represent, and must be escorted by
that Contractor’s Union steward at all times. No visitors, sales representative or nonworking personnel shall be permitted on site without prior consent of the Construction
Manager. No photographs shall be taken without the Construction Manager’s prior
approval.
25.
Organize daily clean ups as well as participating in a weekly joint clean up involving all
prime contractors on site. Clean up shall be considered a safety issue. All Contractors
that do not participate in clean-up will have the work performed by others and their
contract amount adjusted accordingly.
26.
Contractor shall provide protection from damage to adjacent and adjoining work and/or
structures. Contractor shall clean, repair and/or replace any damage for which this
contractor is responsible.
27.
Contractor shall submit hourly rate sheets that would apply to time and material work for
all pertinent trades upon Award of Contract.
28.
Contractor shall examine surfaces and conditions prior to start of work. Report
unacceptable conditions to the Construction Manager. Do not proceed until unacceptable
conditions are corrected and acceptable. Starting of work implies acceptance.
29.
Upon removal of exterior walls and window units, the building security and weather
protection is the responsibility of the prime contractor performing the removals.
30.
Contractor shall include general housekeeping of light debris. All debris from will be
collected daily and disposed of into dumpsters. Contractor shall provide a weekly
broom sweep of all areas for the entire duration of the project. The broom sweep
shall include debris from all trades working on site.
31.
It is the responsibilities of all Prime Contractors to review the entire Summary of Work
and remaining documents for additional work items.
32.
Each Contractor shall coordinate with the Construction Manager for lay down areas,
staging areas, and overall use of project site.
SUMMARY OF WORK
01 1000 - 8 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
33.
All contractors and their employees, subcontractors and supplier are expressly prohibited
from entering the occupied areas of the school buildings during school hours without prior
written permission of the Construction Manager and for using any of its facilities (i.e.
restrooms, cafeteria, etc.).
34.
Janitorial hourly wage rate to be charged to the Contractor for access to the building(s)
on off work hours shall be $45.00 per hour.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION 011000
SUMMARY OF WORK
01 1000 - 9 of 9
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 1100 – MILESTONE SCHEDULE
PART 1 - GENERAL
1.1
MILESTONE
The following milestone schedule serves as a basis for bidding. A Master Schedule will be developed at
a general meeting of the successful bidders within 7 days of Letter of Intent to Award the Contracts. Each
prime contractor will coordinate activities, forward submittals, deliver materials and provide necessary
manpower to meet the milestones listed below.
1.2
MILESTONE SCHEDULE
A. Start Date: Award of Contract
a. December 12th , 2013
B.
Start of Construction:
1.
BASE BID: Part 1 – BUILDING MATERIALS
a.
b.
c.
2.
Start Date: Award of Contract
Tasks: Schedule of Values, Progress Schedule, Contracts, Bonds and Insurance,
Field verification of existing conditions, Submittals, then ordering and delivery of
materials to the site.
Completion: BASE BID Phase I: June 26th, 2014
BASE BID: Part 2 – BUILDING LABOR
a.
b.
c.
Start Date: July 1, 2014
Tasks: Start of construction removals, abatement, and all installation of window
system, doors, window treatment systems and other associated work as per the
construction documents.
Completion: August 19th, 2014.
C. Completion:
a. ALL WORK must be completed by August 12, 2014
b. All systems must be checked and testing and fully operational, and punch list complete
by August 19, 2015.
ALL WORK REQUIRED BY ANY OF THE OWNER’S REPRESENTATIVES AND CONSULTANTS,
INCLUDING THE CONSTRUCTION MANAGER, ARCHITECT, ARCHITECT’S CONSULTANTS,
OWNER’S ATTORNEYS, ETC., TO EXECUTE FINAL CLOSE-OUT OF CONTRACT AFTER 60 DAYS
BEYOND MILESTONE DATES IF DETERMINED TO BE CAUSED BY CONTRACTOR, SHALL RESULT
IN PAYMENT(S) TO THE OWNER’S REPRESENTATIVES AND CONSULTANTS, INCLUDING THE
CONSTRUCTION MANAGER, ARCHITECT, ARCHITECT’S CONSULTANTS, OWNER’S ATTORNEYS,
ETC., IN THE FORM OF A CHANGE ORDER DEDUCT TO THE BASE CONTRACT.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01 1100
MILESTONE SCHEDULE
01 1100 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 2100 - ALLOWANCES
PART 1 - GENERAL
1.1
A.
1.2
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes administrative and procedural requirements governing allowances.
B.
Selected materials and equipment are specified in the Contract Documents by allowances. In
some cases, these allowances include installation. Allowances have been established in lieu of
additional requirements and to defer selection of actual materials and equipment to a later date
when additional information is available for evaluation. If necessary, additional requirements
will be issued by Change Order.
C.
Types of allowances include the following:
D.
1.3
1.
Lump-sum allowances.
2.
Contingency allowances.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
Division 1 Section "Modification Procedures" specifies procedures for submitting and
handling Change Orders.
2.
Division 1 Section "Quality Requirements" specifies procedures governing the use of
allowances for inspection and testing.
SELECTION AND PURCHASE
A.
At the earliest practical date after award of the Contract, advise the Architect of the date when
the final selection and purchase of each product or system described by an allowance must be
completed to avoid delaying the Work.
B.
At the Architect's request, obtain proposals for each allowance for use in making final
selections. Include recommendations that are relevant to performing the Work.
C.
Purchase products and systems selected by the Architect from the designated supplier
1.4
SUBMITTALS
A.
Submit proposals for purchase of products or systems included in allowances, in the form
specified for Change Orders.
B.
Submit invoices or delivery slips to show the actual quantities of materials delivered to the site
for use in fulfillment of each allowance.
1.5
A.
CONTINGENCY ALLOWANCES
Use the contingency allowance only as directed for the Owner's purposes and only by Change
Orders that indicate amounts to be charged to the allowance.
ALLOWANCES
01 2100 - 1 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
B.
The Contractor's overhead and profit, including costs for bonds and insurance, delivery,
equipment rental and similar costs, for these allowances shall be included in the values of the
general requirements of contract sum and are not chargeable under allowance disbursement.
C.
At Project closeout, credit unused amounts remaining in the contingency allowance to the
Owner by Change Order.
1.6
UNUSED MATERIALS
A.
Return unused materials to the manufacturer or supplier for credit to the Owner, after
installation has been completed and accepted.
B.
When requested by the Architect, prepare unused material for storage by Owner where it is not
economically practical to return the material for credit. When directed by the Architect, deliver
unused material to the Owner's storage space. Otherwise, disposal of unused material is the
Contractor's responsibility.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1
A.
3.2
A.
3.3
A.
EXAMINATION
Examine products covered by an allowance promptly upon delivery for damage or defects.
PREPARATION
Coordinate materials and their installation for each allowance with related materials and
installations to ensure that each allowance item is completely integrated and interfaced with
related work.
SCHEDULE OF ALLOWANCES
Allowance: Contractor shall include a contingency allowance of $10,000 for use according to the
Owner's instructions for unforeseen conditions where work will be performed.
END OF SECTION 01 2100
ALLOWANCES
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SECTION 01 2300 - ALTERNATES
PART 1 - GENERAL
1.1
A.
1.2
A.
1.3
A.
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
This Section includes administrative and procedural requirements governing Alternates.
DEFINITIONS
Alternate: An alternate is an amount proposed by bidders and stated on the Bid Form for
certain work defined in the Bidding Requirements that may be added to or deducted from the
Base Bid amount if the Owner decides to accept a corresponding change in either the amount
of construction to be completed, or in the products, materials, equipment, systems, or
installation methods described in the Contract Documents.
1.
1.4
A.
The cost or credit for each Alternate is the net addition to or deduction from the Contract
Sum to incorporate the Alternate into the Work. No adjustments are made to the Contract
Sum.
PROCEDURES
Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully
integrate that Work into the Project.
1.
Include as part of each Alternate, miscellaneous devices, accessory objects, similar
items incidental to or required for a complete installation, removals and preparation of
other work to receive indicated Alternate, whether or not mentioned as part of the
Alternate.
2.
The cost of related coordination, preparation, modification and/or adjustment shall be
included in the cost of the Alternate.
B.
Notification: Immediately following the award of the Contract, notify each party involved, in
writing, of the status of each Alternate. Indicate whether Alternates have been accepted,
rejected, or deferred for later consideration. Include a complete description of negotiated
modifications to Alternates.
C.
Execute accepted Alternates under the same conditions as other Work of this Contract.
D.
Schedule: A “Schedule of Alternates” is included at the end of this Section. Specification
Sections references in the Schedule contain requirements for materials necessary to achieve
the Work described under each Alternate.
PART 2 - PRODUCTS (Not Applicable)
ALTERNATES
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PART 3 – EXECUTION
3.1
A.
SCHEDULE OF ALTERNATES
ALTERNATE 1:
1.
The contractor shall state the amount to be ADDED TO the Base Bid to provide, Material
and Labor for the ISD Gym Window Replacement project for the Alternate Bid Scope
Area of Work and related work as follows: Provide blast resistant glazing film on all
exterior doors vision lites.
END OF SECTION 01 2300
ALTERNATES
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SECTION 01 2600 – MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section specifies administrative and procedural requirements for handling and
processing contract modifications.
1.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
2.
1.3
Division 1 Section "ELECTRONIC SUBMITTAL PROCEDURES" for
requirements for the Contractor's Construction Schedule.
Division 1 Section "PAYMENT PROCEDURES" for administrative procedures
governing Applications for Payment.
MINOR CHANGES IN THE WORK
A.
1.4
Multiple Prime Contracts: Provisions of this Section apply to the work of each
prime contractor.
The Architect will issue supplemental instructions authorizing minor changes in the Work,
not involving adjustment to the Contract Sum or Contract Time, on AIA Form G710,
Architect's Supplemental Instructions.
SUBMITTALS
A.
Every change or allowance proposal (regardless of who initiated) will be accompanied by
the following information:
1. Labor Rate worksheet (attached at the end of this section) must be filled out for each
trade and notarized with the required supporting documentation.
2. Full itemized breakdown: All proposals to be broken down by material, labor, man
hours, quantities, unit prices, overhead, profit, subcontractor, and supplier quotes
attached.
3. If the contractor fails to submit this required information timely, it will be cause for
delay and will be addressed as such under the applicable sections of the contract.
1.5
CHANGE ORDER PROPOSAL REQUESTS
A.
Owner-Initiated Proposal Requests: The Architect will issue a detailed description of
proposed changes in the Work that will require adjustment to the Contract Sum or
Contract Time. If necessary, the description will include supplemental or revised
Drawings and Specifications.
MODIFICATION PROCEDURES
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1.
Proposal requests issued by the Architect are for information only. Do not
consider them as an instruction either to stop work in progress or to execute the
proposed change.
2.
Within 5 days of receipt of a proposal request, submit an estimate of cost
necessary to execute the change to the Architect for the Owner's review.
a.
b.
c.
B.
2.
3.
4.
1.6
Include an itemized list of quantities of products required and unit costs,
with the total amount of purchases to be made. Furnish survey data and
backup paperwork to substantiate quantities. Separate labor hours by
trade and indicate labor rate.
Indicate applicable taxes, delivery charges, equipment rental, and
amounts of trade discounts.
Include a statement indicating the effect the proposed change in the
Work will have on the Contract Time.
Contractor-Initiated Proposals: When latent or unforeseen conditions require
modifications to the Contract, the Contractor may propose changes by submitting a
request for a change to the Architect.
1.
C.
NOVEMBER 19TH, 2013
Include a statement outlining the reasons for the change and the effect of the
change on the Work. Provide a complete description of the proposed change.
Indicate the effect of the proposed change on the Contract Sum and Contract
Time.
Include an itemized list of quantities of products required and unit costs, with the
total amount of purchases to be made. Furnish survey data to substantiate
quantities.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of
trade discounts.
Comply with requirements in Section "Product Requirements" if the proposed
change requires substitution of one product or system for a product or system
specified.
Proposal Request Form: Use AIA Document G709 for Change Order Proposal
Requests.
ALLOWANCES
A.
Allowance Adjustment: For allowance-cost adjustment, base each Change Order
Proposal on the difference between the actual purchase amount and the allowance,
multiplied by the final measurement of work-in-place. Where applicable, include
reasonable allowances for cutting losses, tolerances, mixing wastes, normal product
imperfections, and similar margins.
1.
2.
3.
4.
5.
Include installation costs in the purchase amount only where indicated as part of
the allowance.
When requested, prepare explanations and documentation to substantiate the
margins claimed.
Submit substantiation of a change in scope of work claimed in the Change Orders
related to unit-cost allowances.
The Owner reserves the right to establish the actual quantity of work-in-place by
independent quantity survey, measure, or count.
Contractor’s overhead and profit, including costs for bonds & insurances,
for these allowances shall be included in the values of the general
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requirements of contract sum and are not chargeable under allowance
disbursement.
B.
Submit claims for increased costs because of a change in scope or nature of the
allowance described in the Contract Documents, whether for the purchase order amount
or the Contractor's handling, labor, installation, overhead, and profit. Submit claims
within 15 days of receipt of the Change Order or Construction Change Directive
authorizing work to proceed. The Owner will reject claims submitted later than 15 days.
1.
2.
1.7
CONSTRUCTION CHANGE DIRECTIVE
A.
Construction Change Directive: When the Owner and the Contractor disagree on the
terms of a Proposal Request, the Architect may issue a Construction Change Directive
on AIA Form G714. The Construction Change Directive instructs the Contractor to
proceed with a change in the Work, for subsequent inclusion in a Change Order.
1.
B.
The Construction Change Directive contains a complete description of the
change in the Work. It also designates the method to be followed to determine
change in the Contract Sum or Contract Time.
Documentation: Maintain detailed records on a time and material basis of work required
by the Construction Change Directive.
1.
1.8
Do not include the Contractor's or subcontractor's indirect expense in the Change
Order cost amount unless it is clearly shown that the nature or extent of work has
changed from what could have been foreseen from information in Contract
Documents.
No change to the Contractor's indirect expense is permitted for selection of
higher or lower-priced materials or systems of the same scope and nature as
originally indicated.
After completion of the change, submit an itemized account and supporting data
necessary to substantiate cost and time adjustments to the Contract.
CHANGE ORDER PROCEDURES
A.
Upon the Owner's approval of a Proposal Request, the Construction Manager will issue a
Change Order for signatures of the Owner and the Contractor on AIA Form G701.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01 2600
MODIFICATION PROCEDURES
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SECTION 01 2900 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section specifies administrative and procedural requirements governing each prime
contractor's Applications for Payment.
1.
B.
Related Sections: The following Sections contain requirements that relate to this Section.
1.
1.3
Coordinate the Schedule of Values and Applications for Payment with the Contractor's
Construction Schedule, Submittal Schedule, and List of Subcontracts.
Schedules: The Contractor's Construction Schedule and Submittal Schedule are
specified in Division 1 Section "Submittals."
SCHEDULE OF VALUES
A.
Form to be used: AIA G702/703
B.
Coordination: Each prime Contractor shall coordinate preparation of its Schedule of Values for
its part of the Work with preparation of the Contractors' Construction Schedule.
1.
Correlate line items in the Schedule of Values with other required administrative
schedules and forms, including:
a.
b.
c.
d.
e.
f.
2.
C.
Contractor's Construction Schedule.
Application for Payment forms, including Continuation Sheets.
List of subcontractors.
Schedule of allowances.
Schedule of alternates.
Schedule of submittals.
Submit the Schedule of Values in duplicate, to the Construction Manager within 10 days
of receipt of Letter of Intent.
Format and Content: Use the Table of Contents of this Project Manual as a guide to establish
the format for the Schedule of Values. Provide at least one line item for each Specification
Section.
1.
Identification: Include the following Project identification on the Schedule of Values:
a.
b.
c.
d.
e.
Project name and location.
Name of the Architect.
Project number.
Contractor's name and address.
Date of submittal.
PAYMENT PROCEDURES
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2.
Arrange the Schedule of Values in tabular form with separate columns to indicate the
following for each item listed:
a.
b.
c.
d.
e.
f.
g.
Related Specification Section or Division.
Description of Work.
Name of subcontractor.
Name of manufacturer or fabricator.
Name of supplier.
Change Orders (numbers) that affect value.
Dollar value.
1)
Percentage of Contract Sum to nearest one-hundredth percent,
adjusted to total 100 percent.
3.
Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued
evaluation of Applications for Payment and progress reports. Coordinate with the Project
Manual table of contents. Break principal subcontract amounts down into several line
items.
4.
Round amounts to nearest whole dollar; the total shall equal the Contract Sum.
5.
Provide a separate line item in the Schedule of Values for each part of the Work where
Applications for Payment may include materials or equipment, purchased or fabricated
and stored, but not yet installed.
a.
Differentiate between items stored on-site and items stored off-site.
requirements for insurance and bonded warehousing, if required.
Include
6.
Provide separate line items on the Schedule of Values for initial cost of the materials, for
each subsequent stage of completion, and for total installed value of that part of the
Work.
7.
Unit-Cost Allowances: Show the line-item value of unit-cost allowances, as a product of
the unit cost, multiplied by the measured quantity. Estimate quantities from the best
indication in the Contract Documents.
8.
Margins of Cost: Show line items for indirect costs and margins on actual costs only
when such items are listed individually in Applications for Payment. Each item in the
Schedule of Values and Applications for Payment shall be complete. Include the total
cost and proportionate share of general overhead and profit margin for each item.
a.
9.
1.4
NOVEMBER 19TH, 2013
Temporary facilities and other major cost items that are not direct cost of actual
work-in-place may be shown either as separate line items in the Schedule of
Values or distributed as general overhead expense, at the Contractor's option.
Schedule Updating: Update and resubmit the Schedule of Values prior to the next
Applications for Payment when Change Orders or Construction Change Directives result
in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
A.
Each Application for Payment shall be consistent with previous applications and payments as
certified by the Architect and paid for by the Owner.
1.
The initial Application for Payment, the Application for Payment at time of Substantial
Completion, and the final Application for Payment involve additional requirements.
PAYMENT PROCEDURES
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B.
Payment-Application Times: Each progress-payment date is indicated in the Agreement. The
period of construction Work covered by each Application for Payment is the period indicated in
the Agreement.
C.
Payment-Application Times: The date for each progress payment is the 7th day of each month
(or as designated by the Owner). The period covered by each Application for Payment is the
previous month.
D.
Payment-Application Forms: Use AIA Document G702/CMa and Continuation Sheets G703 as
the form for Applications for Payment.
1.
E.
F.
Application Preparation: Complete every entry on the form. Include notarization and execution
by a person authorized to sign legal documents on behalf of the Contractor. The Construction
Manager and Architect will return incomplete applications without action.
1.
Entries shall match data on the Schedule of Values and the Contractor's Construction
Schedule. Use updated schedules if revisions were made.
2.
Include amounts of Change Orders and Construction Change Directives issued prior to
the last day of the construction period covered by the application.
3.
Provide copies of payrolls which are signed and notarized documenting compliance with
prevailing wage laws.
Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to
the Construction Manager by a method ensuring receipt within 24 hours. One copy shall be
complete, including waivers of lien and similar attachments, when required.
1.
G.
Separate Continuation Sheets shall be provided for work which takes place on each
building, which will detail that portion of the contract which is attributable to the specific
building. The appropriate Greenwich Bid number shall be shown on the top of each
continuation form.
Transmit each copy with a transmittal form listing attachments and recording appropriate
information related to the application, in a manner acceptable to the Construction
Manager and Architect.
Waivers of Mechanics Lien: With each Application for Payment, submit waivers of mechanics
liens from subcontractors, sub-subcontractors and suppliers for the construction period covered
by the previous application.
1.
Submit partial waivers on each item for the amount requested, prior to deduction for
retainage, on each item.
2.
When an application shows completion of an item, submit final or full waivers.
3.
The Owner reserves the right to designate which entities involved in the Work must
submit waivers.
a.
4.
H.
Submit final Applications for Payment with or proceeded by final waivers from
every entity involved with performance of the Work covered by the application that
is lawfully entitled to a lien.
Waiver Forms: Submit waivers of lien on forms, and executed in a manner, acceptable
to the Owner.
Initial Application for Payment: Administrative actions and submittals that must precede or
coincide with submittal of the first Application for Payment include the following. The initial
payment application will not be processed until all of these actions and submittals have been
PAYMENT PROCEDURES
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received by the Construction Manager. When preliminary submissions are received with the
initial application (items 4 and 7), the final submission for these items must be received and
approved by the Construction Manager prior to submission of the second application for
payment.
I.
1.
List of subcontractors.
2.
List of principal suppliers and fabricators.
3.
Schedule of Values.
4.
Contractor's Construction Schedule (preliminary if not final).
5.
Schedule of principal products.
6.
Schedule of unit prices.
7.
Submittal Schedule (preliminary if not final).
8.
List of Contractor's staff assignments.
9.
List of Contractor's principal consultants.
10.
Copies of building permits.
11.
Copies of authorizations and licenses from governing authorities for performance of the
Work.
12.
Initial progress report.
13.
Report of preconstruction meeting.
14.
Certificates of insurance and insurance policies.
15.
Performance and payment bonds.
16.
Data needed to acquire the Owner's insurance.
17.
Initial settlement survey and damage report, if required.
Application for Payment at Substantial Completion: Following issuance of the Certificate of
Substantial Completion, submit an Application for Payment.
1.
This application shall reflect Certificates of Partial Substantial Completion issued
previously for Owner occupancy of designated portions of the Work.
2.
Administrative actions and submittals that shall precede or coincide with this application
include:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
Occupancy permits and similar approvals.
Warranties (guarantees) and maintenance agreements.
Test/adjust/balance records.
Maintenance instructions.
Meter readings.
Startup performance reports.
Changeover information related to Owner's occupancy, use, operation, and
maintenance.
Final cleaning.
Application for reduction of retainage and consent of surety.
Advice on shifting insurance coverages.
Final progress photographs.
List of incomplete Work, recognized as exceptions to Architect's Certificate of
Substantial Completion.
PAYMENT PROCEDURES
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J.
NOVEMBER 19TH, 2013
Final Payment Application: Administrative actions and submittals that must precede or coincide
with submittal of the final Application for Payment include the following:
1.
Completion of Project closeout requirements.
2.
Completion of items specified for completion after Substantial Completion.
3.
Ensure that unsettled claims will be settled.
4.
Ensure that incomplete Work is not accepted and will be completed without undue delay.
5.
Transmittal of required Project construction records to the Owner.
6.
Certified property survey.
7.
Proof that taxes, fees, and similar obligations were paid.
8.
Removal of temporary facilities and services.
9.
Removal of surplus materials, rubbish, and similar elements.
10.
Change of door locks to Owner's access.
PART 2 - PART 1 - PRODUCTS (Not Applicable)
PART 3 - PART 2 - EXECUTION (Not Applicable)
END OF SECTION 01 2900
PAYMENT PROCEDURES
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SECTION 01 3119 -PROJECT MEETINGS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
This Section specifies administrative and procedural requirements for project meetings,
including, but not limited to, the following:
1.
2.
3.
4.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
1.3
Preconstruction conferences.
Preinstallation conferences.
Progress meetings.
Coordination meetings.
Division 1 Section "Electronic Submittal Procedures" for submitting the Contractor's
Construction Schedule.
PRECONSTRUCTION CONFERENCE
A.
A preconstruction conference will be scheduled before starting construction, at a time
convenient to the Owner and the Architect, but no later than 15 days after execution of the
Agreement. The conference will be held at the Project Site or another convenient location.
B.
Attendees: Authorized representatives of the Owner, Architect, and their consultants; the
Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other
concerned parties shall attend the conference. All participants at the conference shall be
familiar with the Project and authorized to conclude matters relating to the Work.
C.
Agenda: Discuss items of significance that could affect progress, including the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Tentative construction schedule.
Critical work sequencing.
Designation of responsible personnel.
Procedures for processing field decisions and Change Orders.
Procedures for processing Applications for Payment.
Distribution of Contract Documents.
Submittal of Shop Drawings, Product Data, and Samples.
Preparation of record documents.
Use of the premises.
Parking availability.
Office, work, and storage areas.
Equipment deliveries and priorities.
Safety procedures.
PROJECT MEETINGS
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14.
15.
16.
17.
D.
1.4
NOVEMBER 19TH, 2013
First aid.
Security.
Housekeeping.
Working hours.
Reporting: The Contractor shall prepare and issue minutes to attendees and interested parties.
PREINSTALLATION CONFERENCES
A.
Conduct a pre-installation conference at the Project Site before each construction activity that
requires coordination with other construction.
B.
Attendees: The Installer and representatives of the Prime Contractor, manufacturers and
fabricators involved in or affected by the installation, and its coordination or integration with
other materials and installations that have preceded or will follow, shall attend the meeting.
Advise the Owner and Architect of scheduled meeting dates.
1.
Review the progress of other construction activities and preparations for the particular
activity under consideration at each pre-installation conference, including requirements
for the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
w.
2.
3.
4.
Contract Documents.
Options.
Related Change Orders.
Purchases.
Deliveries.
Shop Drawings, Product Data, and quality-control samples.
Review of mockups.
Possible conflicts.
Compatibility problems.
Time schedules.
Weather limitations.
Manufacturer's recommendations.
Warranty requirements.
Compatibility of materials.
Acceptability of substrates.
Temporary facilities.
Space and access limitations.
Governing regulations.
Safety.
Inspecting and testing requirements.
Required performance results.
Recording requirements
Protection.
Record significant discussions and agreements and disagreements of each conference
and the approved schedule. Promptly distribute the record of the meeting to everyone
concerned, including the Owner and the Architect.
Do not proceed with the installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of Work
and reconvene the conference at the earliest feasible date.
Reporting: Prime Contractor or Installer shall issue minutes to attendees, CM, Owner
and Architect.
PROJECT MEETINGS
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1.5
NOVEMBER 19TH, 2013
PROGRESS MEETINGS
A.
Progress meetings will be held at the Project Site at regular intervals (typically weekly) as
determined by the Architect.
B.
Attendees: In addition to representatives of the Owner and the Architect, each Prime
Contractor shall be represented at these meetings. Attendance is mandatory at each
meeting and a penalty sum of $500.00 per missed meeting will be assessed to the Prime
Contractor not attending without prior written authorization from the Owner.
Subcontractors, suppliers, or other entities will be invited at the discretion of the Owner,
Construction Manager, and the Architect. All participants at the conference shall be familiar with
the Project and authorized to conclude matters relating to the Work.
C.
Agenda: Review and correct or approve minutes of the previous progress meeting. Review
other items of significance that could affect progress. Include topics for discussion as
appropriate to the status of the Project.
1.
2.
Contractor's Construction Schedule: Review progress since the last meeting. Determine
where each activity is in relation to the Contractor's Construction Schedule, whether on
time or ahead or behind schedule. Determine how construction behind schedule will be
expedited; secure commitments from parties involved to do so. Discuss whether
schedule revisions are required to insure that current and subsequent activities will be
completed within the Contract Time.
Review the present and future needs of each entity present, including the following:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
D.
1.6
Interface requirements.
Time.
Sequences.
Status of submittals.
Deliveries.
Off-site fabrication problems.
Access.
Site utilization.
Temporary facilities and services.
Hours of work.
Hazards and risks.
Housekeeping.
Quality and work standards.
Change Orders.
Documentation of information for payment requests.
Reporting: Approximately 5 days after each meeting, the Construction Manager will prepare
and distribute minutes of the meeting to each party present and to parties who should have
been present. Include a brief summary, in narrative form, of progress since the previous
meeting and report.
COORDINATION MEETINGS
A.
Conduct project coordination meetings at regular intervals convenient for all parties involved.
Project coordination meetings are in addition to specific meetings held for other purposes, such
as regular progress meetings and special pre-installation meetings.
B.
Request representation at each meeting by every party currently involved in coordination or
planning for the construction activities involved.
PROJECT MEETINGS
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C.
Record meeting results and distribute copies to everyone in attendance and to others affected
by decisions or actions resulting from each meeting.
D.
The Contractors Field Manager will conduct daily meetings with all prime contractors performing
work. The purpose of the meeting is to provide the opportunity for each prime contractor to
communicate to the Field Manager any items relating to their respective construction activity for
that day (request for shutdown, deliveries, etc.) The meetings will commence from 7:00 o’clock
am until 7:30 o’clock am. The foreman of each Prime Contractor must attend. These meetings
are generally informal. The Contractors Field Manager will keep minutes of these meetings
when appropriate and will be available upon request.
1.7
SAFETY MEETINGS
A.
Each Prime Contractor will be responsible to conduct safety meetings on a regular basis (but
not less than three times during any thirty day period.)
B.
Minutes of the Safety Meeting must be submitted to the Architect within 4 business days.
Failure to conduct and submit meeting minutes will be grounds to reject the Prime Contractor’s
progress payment.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01 3119
PROJECT MEETINGS
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SECTION 01 3300 - ELECTRONIC SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions
and other Division 01 Specification Sections, apply to this Section.
1.02 SUMMARY
A. Section includes requirements for the submittal schedule and administrative and procedural
requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.
B. Related Sections:
1. Division 01 Section “Payment Procedures” for submitting Applications for Payment and the
schedule of values.
2. Division 01 Section “Project Record Documentation” for submitting schedules and reports,
including Contractor’s construction schedule.
3. Division 01 Section “Operation and Maintenance Data” for submitting operation and
maintenance manuals.
1.03 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect’s
responsive action. Action submittals are those submittals indicated in individual Specification
Sections as action submittals.
B. Informational Submittals: Written and graphic information and physical samples that do not require
Architect’s responsive action. Submittals may be rejected for not complying with requirements.
Informational submittals are those submittals indicated in individual Specification Sections as
informational submittals.
C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from
another computer over a network and that serves as the basis for standard Internet protocols. An
FTP site is a portion of a network located outside of network firewalls within which internal and
external users are able to access files.
D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used
for representing documents in a device-independent and display resolution-independent fixedlayout document format.
1.04 ACTION SUBMITTALS
A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates
required by construction schedule. Include time required for review, ordering, manufacturing,
fabrication, and delivery when establishing dates. Include additional time required for making
corrections or modifications to submittals noted by the Architect and additional time for handling
and reviewing submittals required by those corrections.
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1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and
Contractor’s construction schedule.
2. Initial Submittal: Submit concurrently with start-up construction schedule. Include submittals
required during the first 10 days of construction. List those submittals required to maintain
orderly progress of the Work and those required early because of long lead time for
manufacture or fabrication.
3. Final Submittal: Submit concurrently with the first complete submittal of Contractor’s
construction schedule.
a. Submit revised submittal schedule to reflect changes in current status and timing for
submittals.
4. Format: Arrange the following information in a tabular format:
a. Scheduled date for first submittal.
b. Specification Section number and title.
c. Submittal category: Action, informational.
d. Name of subcontractor.
e. Description of the Work covered.
f. Scheduled date for Architect’s final release or approval.
g. Scheduled dates for purchasing.
h. Scheduled dates for installation.
i. Activity or event number.
1.05 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect’s Digital Data Files: Electronic copies of CAD Drawings of the Contract Drawings will be
provided by Architect for Contractor’s use in preparing submittals.
1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings
for use in preparing Shop Drawings and Project record drawings.
a. Architect makes no representations as to the accuracy or completeness of digital data
drawing files as they relate to the Contract Drawings.
b. Digital Drawing Software Program: The Contract Drawings are available in AutoCAD
Version 2010.
c. Contractor shall execute a data licensing agreement that will be supplied by Architect.
d. The following plot files will by furnished for each appropriate discipline:
1) Floor plans.
2) Building Elevations.
B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and
related activities that require sequential activity.
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2. Submit all submittal items required for each Specification Section concurrently unless partial
submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification
Section as separate packages under separate transmittals.
4. Coordinate transmittal of different types of submittals for related parts of the Work so
processing will not be delayed because of need to review submittals concurrently for
coordination.
a. Architect reserves the right to withhold action on a submittal requiring coordination with
other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time
for review shall commence on Architect’s receipt of submittal. No extension of the Contract Time
will be authorized because of failure to transmit submittals enough in advance of the Work to
permit processing, including resubmittals.
1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if
coordination with subsequent submittals is required. Architect will advise Contractor when a
submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as
initial submittal.
3. Resubmittal Review: Allow 10 days for review of each resubmittal.
4. Sequential Review: Where sequential review of submittals by Architect’s consultants, Owner,
or other parties is indicated, allow 10 days for initial review of each submittal.
5. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may
be transmitted simultaneously to Architect and to Architect’s consultants, allow 10 days for
review of each submittal. Submittal will be returned to Architect before being returned to
Contractor.
D. Identification and Information: Identify and incorporate information in each electronic submittal file
as follows:
1. Assemble complete submittal package into a single indexed file with links enabling navigation
to each item.
2. Name file with submittal number or other unique identifier, including revision identifier.
a. File name shall use project identifier and Specification Section number followed by a
decimal point and then a sequential number (e.g., ISD-061000.01 or ISD-061000.01).
Resubmittals shall include an alphabetic suffix after another decimal point (e.g., ISD061000.01.A or ISD-061000.01.A).
3. Provide means for insertion to permanently record Contractor’s review and approval markings
and action taken by Architect.
4. Include the following information on an inserted cover sheet:
a. Project name.
b. Date.
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c. Name and address of Architect.
d. Name of Contractor.
e. Name of firm or entity that prepared submittal.
f. Name of subcontractor.
g. Name of supplier.
h. Name of manufacturer.
i. Number and title of appropriate Specification Section.
j. Drawing number and detail references, as appropriate.
k. Location(s) where product is to be installed, as appropriate.
l. Related physical samples submitted directly.
m. Other necessary identification.
5. Include the following information as keywords in the electronic file metadata:
a. Project name.
b. Number and title of appropriate Specification Section.
c. Manufacturer name.
d. Product name.
E. Options: Identify options requiring selection by the Architect.
F. Deviations: Identify deviations from the Contract Documents on submittals.
G. Transmittal: Assemble each submittal individually and appropriately for transmittal and handling.
Transmit each submittal using a transmittal form. Contracting Officer will return submittals, without
review, received from sources other than Contractor.
1. Transmittal Form: Provide locations on form for the following information:
a. Project name.
b. Date.
c. Destination (To:).
d. Source (From:).
e. Names of subcontractor, manufacturer, and supplier.
f. Category and type of submittal.
g. Submittal purpose and description.
h. Specification Section number and title.
i. Indication of full or partial submittal.
j. Drawing number and detail references, as appropriate.
k. Transmittal number, numbered consecutively.
l. Submittal and transmittal distribution record.
m. Remarks.
n. Signature of transmitter.
2. On an attached separate sheet, prepared on Contractor’s letterhead, record relevant
information, requests for data, revisions other than those requested by Architect on previous
submittals, and deviations from requirements in the Contract Documents, including minor
variations and limitations. Include same identification information as related submittal.
H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
一.
Note date and content of previous submittal.
一.
Note date and content of revision in label or title block and clearly indicate extent of
revision.
一.
Resubmit submittals until they are marked with approval notation from Architect’s action
stamp.
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I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,
fabricators, installers, authorities having jurisdiction, and others as necessary for performance of
construction activities. Show distribution on transmittal forms.
J. Use for Construction: Use only final submittals that are marked with approval notation from
Architect’s action stamp.
PART 2 - PRODUCTS
2.01 SUBMITTAL PROCEDURES
A. General Submittal Procedure Requirements: Prepare and submit submittals required by individual
Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Submit electronic submittals via email as PDF electronic files.
a. Architect, through Contracting Officer, will return annotated file. Annotate and retain one
copy of file as an electronic Project record document file.
2. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified
in Division 01 Section “Execution and Closeout Requirements.”
3. Certificates and Certifications Submittals: Provide a statement that includes signature of entity
responsible for preparing certification. Certificates and certifications shall be signed by an
officer or other individual authorized to sign documents on behalf of that entity.
a. Provide a digital signature with digital certificate on electronically-submitted certificates and
certifications where indicated.
b. Provide a notarized statement on original paper copy certificates and certifications where
indicated.
4. Test and Inspection Reports Submittals: Comply with requirements specified in Division 01
Section “Quality Requirements.”
B. Product Data: Collect information into a single submittal for each element of construction and type
of product or equipment.
1. If information must be specially prepared for submittal because standard published data are
not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer’s catalog cuts.
b. Manufacturer’s product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards.
e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. For equipment, include the following in addition to the above, as applicable:
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a. Wiring diagrams showing factory-installed wiring.
b. Printed performance curves.
c. Operational range diagrams.
d. Clearances required to other construction, if not indicated on accompanying Shop
Drawings.
5. Submit Product Data before or concurrent with Samples.
6. Submit Product Data in the following format:
a. PDF electronic file.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop
Drawings on reproductions of the Contract Documents or standard printed data, unless submittal
based upon Architect’s digital data drawing files is otherwise permitted.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following
information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement.
f. Relationship and attachment to adjoining construction clearly indicated.
g. Seal and signature of professional engineer if specified.
2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop
Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 42
inches (750 by 1067 mm).
3. Submit Shop Drawings in the following format:
a. PDF electronic file.
D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these
characteristics with other elements and for a comparison of these characteristics between
submittal and actual component as delivered and installed.
1. Transmit Samples that contain multiple, related components such as accessories together in
one submittal package.
2. Identification: Attach label on unexposed side of Samples that includes the following:
a. Generic description of Sample.
b. Product name and name of manufacturer.
c. Sample source.
d. Number and title of applicable Specification Section.
3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control
comparisons throughout the course of construction activity. Sample sets may be used to
determine final acceptance of construction associated with each set.
a. Samples that may be incorporated into the Work are indicated in individual Specification
Sections. Such Samples must be in an undamaged condition at time of use.
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b. Samples not incorporated into the Work, or otherwise designated as Government’s
property, are the property of Contractor.
4. Samples for Initial Selection: Submit manufacturer’s color charts consisting of units or sections
of units showing the full range of colors, textures, and patterns available.
a. Number of Samples: Submit one full set(s) of available choices where color, pattern,
texture, or similar characteristics are required to be selected from manufacturer’s product
line. Architect, through Contracting Officer, will return submittal with options selected.
5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from
same material to be used for the Work, cured and finished in manner specified, and physically
identical with material or product proposed for use, and that show full range of color and
texture variations expected. Samples include, but are not limited to, the following: partial
sections of manufactured or fabricated components; small cuts or containers of materials;
complete units of repetitively used materials; swatches showing color, texture, and pattern;
color range sets; and components used for independent testing and inspection.
a. Number of Samples: Submit three sets of Samples. Architect will retain one Sample set;
remainder will be returned. Mark up and retain one returned Sample set as a Project
record sample.
1) Submit a single Sample where assembly details, workmanship, fabrication techniques,
connections, operation, and other similar characteristics are to be demonstrated.
2) If variation in color, pattern, texture, or other characteristic is inherent in material or
product represented by a Sample, submit at least three sets of paired units that show
approximate limits of variations.
E. Product Schedule: As required in individual Specification Sections, prepare a written summary
indicating types of products required for the Work and their intended location. Include the following
information in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract
Documents.
2. Manufacturer and product name, and model number if applicable.
3. Number and name of room or space.
4. Location within room or space.
5. Submit product schedule in the following format:
a. PDF electronic file.
F. Contractor’s Construction Schedule: Comply with requirements specified in Division 01 Section
“Construction Progress Documentation.”
G. Application for Payment: Comply with requirements specified in Division 01 Section “Payment
Procedures.”
H. Schedule of Values: Comply with requirements specified in Division 01 Section “Payment
Procedures.”
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I. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each
portion of the Work, including those who are to furnish products or equipment fabricated to a
special design. Include the following information in tabular form:
1. Name, address, and telephone number of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
3. Drawing number and detail references, as appropriate, covered by subcontract.
4. Submit subcontract list in the following format:
a. PDF electronic file.
J. Qualification Data: Prepare written information that demonstrates capabilities and experience of
firm or person. Include lists of completed projects with project names and addresses, contact
information of architects and owners, and other information specified.
K. Welding Certificates: Prepare written certification that welding procedures and personnel comply
with requirements in the Contract Documents. Submit record of Welding Procedure Specification
and Procedure Qualification Record on American Welding Society (AWS) forms. Include names of
firms and personnel certified.
L. Installer Certificates: Submit written statements on manufacturer’s letterhead certifying that
Installer complies with requirements in the Contract Documents and, where required, is authorized
by manufacturer for this specific Project.
M. Manufacturer Certificates: Submit written statements on manufacturer’s letterhead certifying that
manufacturer complies with requirements in the Contract Documents. Include evidence of
manufacturing experience where required.
N. Product Certificates: Submit written statements on manufacturer’s letterhead certifying that product
complies with requirements in the Contract Documents.
O. Material Certificates: Submit written statements on manufacturer’s letterhead certifying that
material complies with requirements in the Contract Documents.
P. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency’s
standard form, indicating and interpreting test results of material for compliance with requirements
in the Contract Documents.
Q. Product Test Reports: Submit written reports indicating current product produced by manufacturer
complies with requirements in the Contract Documents. Base reports on evaluation of tests
performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive
tests performed by a qualified testing agency.
R. Research Reports: Submit written evidence, from a model code organization acceptable to
authorities having jurisdiction, that product complies with building code in effect for Project. Include
the following information:
一.
一.
一.
一.
一.
一.
一.
Name of evaluation organization.
Date of evaluation.
Time period when report is in effect.
Product and manufacturers’ names.
Description of product.
Test procedures and results.
Limitations of use.
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S. Schedule of Tests and Inspections: Comply with requirements specified in Division 01 Section
“Quality Requirements.”
T. Field Test Reports: Submit reports indicating and interpreting results of field tests performed either
during installation of product or after product is installed in its final location, for compliance with
requirements in the Contract Documents.
U. Maintenance Data: Comply with requirements specified in Division 01 Section “Operation and
Maintenance Data.”
PART 3 - EXECUTION
3.01 CONTRACTOR’S REVIEW
A. Action and Informational Submittals: Review each submittal and check for coordination with other
Work of the Contract and for compliance with the Contract Documents. Note corrections and field
dimensions. Mark with approval stamp before submitting to Contracting Officer.
B. Project Closeout and Maintenance/Material Submittals: Refer to requirements in Division 01
Section “Closeout Procedures.”
C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and
location, submittal number, Specification Section title and number, name of reviewer, date of
Contractor’s approval, and statement certifying that submittal has been reviewed, checked, and
approved for compliance with the Contract Documents.
3.02 ARCHITECT’S ACTION
A. General: Architect will not review submittals that do not bear Contractor’s approval stamp and will
return them without action.
B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or
modifications required, and return it. Architect will stamp each submittal with an action stamp and
will mark stamp appropriately to indicate action, as follows:
1. Approved: Where the submittal is marked “Approved,” the Work covered by the submittal may
proceed provided it complies with the Contract Documents. Final acceptance will depend on
that compliance.
2. Approved As Corrected (do not resubmit): Where the submittal is marked “Approved As
Corrected” the work covered by the submittal may proceed provided it complies both with
Architect’s notations and corrections on the submittal and the Contract Documents. Final
acceptance will depend on that compliance.
3. Revise and Resubmit (see notes): Where the submittal is marked “Revise and Resubmit” do
not proceed with the Work covered by the submittal, including purchasing, fabrication, delivery,
or other activity for the product submitted. Revise and prepare a new submittal according to
Architect’s notations and corrections.
4. Rejected: Where the submittal is marked “Rejected”, do not proceed with the Work covered by
the submittal. Prepare a new submittal for a product that complies with the Contract
Documents.
C. Informational Submittals: Architect will review each submittal and will not return it, or will return
it if it does not comply with requirements. Architect will forward each submittal to appropriate
party.
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5. Submit Specified Item: Where the submittal is marked “Submit Specified Item”, do not proceed
with the Work covered by the submittal. Prepare a new submittal for a product that complies
with the Contract Documents.
D. Partial submittals prepared for a portion of the Work will be reviewed when use of partial
submittals has received prior approval from Architect.
E. Incomplete submittals are not acceptable, will be considered nonresponsive, and will be returned
without review.
F. Submittals not required by the Contract Documents may not be reviewed and may be discarded.
END OF SECTION 01 3300
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SUBMITTAL COVERSHEET
No:_
Contractor: _____________________________________________
________
Contract: __________________
Address: ___________________________________________________ Telephone: _________________
___________________________________________________ Fax: _______________________
School Name: ____International School at Dundee ___________________________________________
Type of Submittal:
[ ] Shop Drawings
[ ] Test Report
[ ] Product Data
[ ] Certificate
[ ] Schedule
[ ] Color Sample
Re-submittal: [ ] No [ ] Yes
[ ] Sample
[ ]
[ ] Warranty
[ ]
Submittal Description:
Product Name: ___________________________________________________________________________________
Manufacturer:
___________________________________________________________________________________
Subcontractor/
Supplier:
___________________________________________________________________________________
References:
Spec. Section No.: _____________________
Drawing No(s): ______________
Paragraph: __________________________
Rm. or Detail No(s): ________________
Architect’s Review Stamp
Contractor Review Stamp
These documents have been checked for accuracy and
coordinated with job conditions and Contract requirements
by this office and have been found to comply with the
provisions of the Contract Documents.
Name:
Date:
Company Name:
________________________________________________________________________
________________________________________________________________________
Remarks:
SUBMITTAL COVER PAGE
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SECTION 01 4000 – QUALITY REQUIREMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
1.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes administrative and procedural requirements for quality-control services.
B.
Quality-control services include inspections, tests, and related actions, including reports
performed by Contractor, by independent agencies, and by governing authorities. They do not
include contract enforcement activities performed by Architect.
C.
Inspection and testing services are required to verify compliance with requirements specified or
indicated. These services do not relieve Contractor of responsibility for compliance with
Contract Document requirements.
D.
Requirements of this Section relate to customized fabrication and installation procedures, not
production of standard products.
1.
2.
3.
E.
Specific quality-control requirements for individual construction activities are specified in
the Sections that specify those activities. Requirements in those Sections may also cover
production of standard products.
Specified inspections, tests, and related actions do not limit Contractor’s quality-control
procedures that facilitate compliance with Contract Documents. Requirements.
Requirements for Contractor to provide quality-control services required by Architect,
Owner, or authorities having jurisdiction are not limited by provisions of this Section.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
2.
Division 1 Section “Cutting and Patching” specifies requirements for repair and
restoration of construction disturbed by inspection and testing activities.
Division 1 Section “Electronic Submittal Procedures” specifies requirements for
development of a schedule of required tests and inspections.
F.
Referenced Standards: If compliance with two or more standards is specified and the
standards establish different or conflicting requirements, comply with the most stringent
requirement. Refer uncertainties to Architect for a decision.
G.
Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be
the minimum. The actual installation may exceed the minimum within reasonable limits.
Indicated numeric values are minimum or maximum, as appropriate, for the context of
requirements. Refer uncertainties to Architect for a decision.
H.
Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, notices, receipts for fee payments, and similar documents,
established for compliance with standards and regulations bearing on performance of the Work.
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I.
Testing Agency Qualifications: An independent agency with the experience and capability to
conduct testing and inspecting indicated; and where required by authorities having jurisdiction,
that is acceptable to authorities.
J.
Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's
responsibility, provide quality-control services, including retesting and reinspecting, for
construction that replaced Work that failed to comply with the Contract Documents.
K.
Testing Agency Responsibilities: Cooperate with Architect, Construction Manager, and
Contractor in performance of duties. Provide qualified personnel to perform required tests and
inspections.
1.
2.
3.
L.
Associated Services: Cooperate with testing agencies and provide reasonable auxiliary
services as requested. Provide the following:
1.
2.
3.
4.
5.
M.
Access to the Work.
Incidental labor and facilities necessary to facilitate tests and inspections.
Adequate quantities of representative samples of materials that require testing and
inspecting. Assist agency in obtaining samples.
Facilities for storage and field curing of test samples.
Security and protection for samples and for testing and inspecting equipment.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance
and -control services with a minimum of delay and to avoid necessity of removing and replacing
construction to accommodate testing and inspecting.
1.
1.3
Promptly notify Architect, Construction Manager, and Contractor of irregularities or
deficiencies in the Work observed during performance of its services.
Do not release, revoke, alter, or increase requirements of the Contract Documents or
approve or accept any portion of the Work.
Do not perform any duties of Contractor.
Schedule times for tests, inspections, obtaining samples, and similar activities.
RESPONSIBILITIES
A.
Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified
entity, Contractor shall provide inspections, tests, and other quality-control services specified
elsewhere in the Contract Documents and required by authorities having jurisdiction. Costs for
these services are included in the Contract Sum.
1.
2.
B.
Where individual Sections Specifically indicate that certain inspections, tests, and other
quality-control services are the Contractor’s responsibility, the Contractor shall employ
and pay a qualified independent testing agency to perform quality-control services. Costs
for these services are included in the Contract Sum.
Where individual Sections specifically indicate that certain inspections, tests, and other
quality-control services are the Owner’s responsibility, the Owner will employ and pay a
qualified independent testing agency to perform those services.
Retesting: The Contractor is responsible for retesting where results of inspections, tests, or
other quality-control services prove unsatisfactory and indicate noncompliance with Contract
Document requirements, regardless of whether the original test was Contractor’s responsibility.
QUALITY REQUIREMENTS
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1.
C.
4.
5.
6.
7.
2.
3.
The agency shall notify the Architect and the Contractor promptly of irregularities or
deficiencies observed in the Work during performance of its services.
The agency is not authorized to release, revoke, alter or enlarge requirements of the
Contract Documents or approve or accept any portion of the Work.
The agency is not authorized to release, revoke, alter or enlarge requirements of the
Contract Documents or approve or accept any portion of the Work.
Coordination: Coordinate the sequence of activities to accommodate required services with a
minimum of delay.
1.
2.
1.4
Provide access to the Work.
Furnish incidental labor and facilities necessary to facilitate inspections and tests.
Take adequate quantities of representative samples of materials that require testing or
assist the agency in taking samples.
Provide facilities for storage and curing of test samples.
Deliver samples to testing laboratories.
Provide the agency with a preliminary design mix proposed for use for materials mixes
that require control by the testing agency.
Provide security and protection of samples and test equipment at the Project Site.
Duties of the testing Agency: The independent agency engaged to perform inspections,
sampling, and testing of materials and construction specified in individual Sections shall
cooperate with the Architect, Construction Manager, and the Contractor in performance of the
agency’s duties. The testing agency shall provide qualified personnel to perform required
inspections and tests.
1.
E.
The cost of retesting construction, revised or replaced by the Contractor, is the
Contractor’s responsibility where required tests performed on original construction
indicated noncompliance with Contract Document requirements.
Associated Services: Cooperate with agencies performing required inspections, tests, and
similar services, and provide reasonable auxiliary services as requested. Notify the agency
sufficiently in advance of operations to permit assignment of personnel. Auxiliary services
required include, but are not limited to, the following.
1.
2.
3.
D.
NOVEMBER 19TH, 2013
Coordinate activities to avoid the necessity of removing and replacing construction to
accommodate inspections and tests.
The Construction Manager is responsible for scheduling times for inspections tests,
taking samples, and similar activities.
SUBMITTALS
A.
Unless the Contractor is responsible for this service, the independent testing agency shall
submit a certified written report, induplicate, of each inspection, test, or similar service through
the Contractor.
1.
2.
Submit additional copies of each written report directly to the governing authority, when
the authority so directs.
Report Data: Written reports of each inspection, test, or similar service include, but are
not limited to, the following:
a.
b.
c.
Date of issue.
Project title and number.
Name, address, and telephone number of testing agency.
QUALITY REQUIREMENTS
01 4000 - 3 of 4
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
1.5
NOVEMBER 19TH, 2013
Dates and locations of samples and tests or inspections.
Names of individuals making the inspection or test.
Designation of the Work and test method.
Identification of product and Specification Section.
Complete inspection or test data.
Test results and any interpretations of test results.
Ambient conditions at the time of sample taking and testing.
Comments or professional opinion on whether inspected or tested Work complies
with Contract document requirements.
Name and signature of laboratory inspector.
Recommendations on retesting.
QUALITY ASSURANCE
A.
Qualifications for Service Agencies: Engage inspection and testing service agencies, including
independent testing laboratories, that are pre-qualified as complying with the American Council
of Independent Laboratories “Recommended Requirements for Independent Laboratory
Qualification” and that specialize in the types of inspections and test to be performed.
1.
Each independent inspection and testing agency engaged on the Project shall be
authorized by authorities having jurisdiction to operate in the state where the project is
located.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1
REPAIR AND PROTECTION
A.
General: Upon completion of inspection, testing, sample taking and similar services, repair
damaged construction and restore substrates and finishes. Comply with Contract Document
requirements for Division 1 Section “Cutting and Patching.”
B.
Protect construction exposed by or for quality-control service activities, and protect repaired
construction.
C.
Repair and protection is Contractor’s responsibility, regardless of the assignment of
responsibility for inspection, testing, or similar services.
END OF SECTION 01 4000
QUALITY REQUIREMENTS
01 4000 - 4 of 4
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 5000 – TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes requirements for temporary facilities and controls, including temporary
utilities, support facilities, and security and protection facilities.
B.
Temporary utilities include, but are not limited to, the following:
1.
2.
3.
4.
5.
6.
7.
8.
Sewers and drainage.
Water Service and distribution.
Sanitary facilities, including toilets, wash facilities, and drinking-water facilities.
Heating and cooling facilities.
Ventilation.
Electric power service.
Lighting.
Telephone service.
C.
Security and protection facilities include, but are not limited to, the following:
1.
Temporary partitions.
2.
Fire protection.
D.
Unless work of this section is indicated to be provided under a specific contract, each Prime
Contractor must provide, maintain and remove required temporary facilities necessary to
perform his own construction activities.
1.2
QUALITY ASSURANCE
A.
Regulations: Comply with industry standards and applicable laws and regulations of authorities
having jurisdiction including, but not limited to, the following:
1.
2.
3.
4.
5.
B.
Standards: Comply with NFPA 241 “Standard for Safeguarding Construction, Alterations, and
Demolition Operations,” ANSI A10 Series standards for “Safety Requirements for Construction
and Demolition,” and NECA Electrical Design Library “Temporary Electrical Facilities.”
1.
C.
Building code requirements.
Health and safety regulations.
Utility company regulations.
Police, fire department, and rescue squad rules.
Environmental protection regulations.
Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for
temporary electric service. Install service in compliance with NFPA 70 “National Electric
Code.”
Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility
before use. Obtain required certifications and permits.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 1 of 10
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KSQ ARCHITECTS PROJECT NO. 1317908.00
1.3
NOVEMBER 19TH, 2013
PROJECT CONDITIONS
A.
Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of
each temporary utility. At the earliest feasible time, when acceptable to the Owner, change over
from use of temporary service to use of permanent service.
B.
Conditions of Use: Keep temporary services and facilities clean and neat in appearance.
Operate in a safe and efficient manner. Relocate temporary services and facilities as the work
progresses. Do not overload facilities or permit them to interfere with progress. Take necessary
fire-preventive measures. Do not allow hazardous, dangerous, or unsanitary conditions, or
public nuisances to develop or persist onsite.
1.4
DIVISION OF RESPONSIBILITIES
A.
General: These Specifications assign each Prime Contractor specific responsibilities for certain
temporary facilities used by other Prime Contractors and other entities at the site.
B.
Prime Contractor is responsible for the following:
1.
2.
3.
4.
5.
6.
7.
8.
1.5
Installation, operation, maintenance and removal of each temporary facility considered as
its own normal construction activity, as well as the costs and use charges except as listed
below.
Plug-in electric power cords and extension cords, supplementary plug-in task lighting,
and special lighting necessary exclusively for its own activities.
Its own storage and fabrication sheds.
Hoisting requirements, including hoisting loads in excess of 2 tons, hoisting material or
equipment into spaces below grade, and hoisting requirements outside the building
enclosure.
Collection and disposal of its own hazardous, dangerous, unsanitary, or other harmful
waste material.
Secure lock-up of its own tools, materials and equipment.
Construction aids and miscellaneous services and facilities necessary exclusively for its
own construction activities.
Maintaining temporary facilities provided by said Prime Contractor.
USE CHARGES
A.
General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect
and shall be included in the Contract Sum. Allow other entities to use temporary services and
facilities without cost, including, but not limited to, the following:
1.
2.
3.
4.
5.
6.
7.
B.
The Construction Manager.
Other Contractors.
Owners construction forces.
Occupants of Project.
Architect.
Testing Agencies.
Personnel of authorities having jurisdiction.
Water Service: Use water from the Owner’s existing water system without metering and without
payment of use charges. Access to water shall be approved by the Owner.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 2 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
C.
NOVEMBER 19TH, 2013
Electric Power Service: Temporary electric power including set-up and maintenance is the
responsibility of the General Contractor.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
General: Provide new materials. If acceptable to the Architect, the Contractor may use
undamaged, previously used materials in serviceable condition. Provide materials suitable for
use intended.
B.
Lumber and Plywood: Comply with requirements in Division 6 Section “Rough Carpentry.”
1.
2.
3.
4.
C.
For job-built temporary offices, shops, and sheds within the construction area, provide
UL-labeled, fire-treated lumber and plywood for framing, sheathing, and siding.
For signs and directory boards, provide exterior-type, Grade B-B high density concrete
form overlay plywood of sizes and thicknesses indicated.
For vision barriers, provide minimum 3/8-inch-thick exterior plywood.
For safety barriers, sidewalk bridges, and similar uses, provide minimum 5/8-inch-thick
exterior plywood.
Paint: Comply with requirements of Division 9 Section “Painting.”
1.
Paint surfaces exposed to view from Owner occupied areas.
D.
Tarpaulins: Provide waterproof, fire-resistant, UL-labeled tarpaulins with flame-spread rating of
15 or less. For temporary enclosures, provide translucent, nylon-reinforced, laminated
polyethylene or polyvinyl chloride, fire-retardant tarpaulins.
E.
Water: Provide potable water approved by local health authorities.
F.
Open-Mesh Chain Link Fencing: Provide 0.120-inch-thick, galvanized steel posts, and 2.875"
dia. Gate posts. Provide lockable gates. Furnish keys to the Owner, Architect, Architect’s Site
Representative and necessary construction personnel.
PART 3 - EXECUTION
3.1
INSTALLATION GENERAL
A.
Use qualified personnel for installation of temporary facilities. Locate facilities where they will
serve Project adequately and result in minimum interference with performance of the work.
Relocate and modify facilities as required.
B.
General Contractor shall provide each facility ready for use when needed to avoid delay.
Maintain and modify as required. Do not remove until facilities are no longer needed or are
replaced by authorized use of completed permanent facilities.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 3 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
3.2
NOVEMBER 19TH, 2013
TEMPORARY UTILITY INSTALLATION
A.
Use qualified personnel for installation of temporary facilities. Locate facilities where they will
serve Project adequately and result in minimum interference with performance of the work.
Relocate and modify facilities as required.
B.
General Contractor shall provide each facility ready for use when needed to avoid delay.
Maintain and modify as required. Do not remove until facilities are no longer needed or are
replaced by authorized use of completed permanent facilities.
1.
3.3
Arrange with utility company, Owner, and existing users for time when service can be
interrupted, if necessary, to make connections for temporary services.
CONTRACTOR FIELD OFFICES
A.
General contractors and subcontractors may with permission from the architect and/or
construction manager establish a field office for their own use. Said offices for the individual
prime contractors, subcontractors, specialty contractors and the like shall be of such size and
design as approved by the owner and architect and shall be located in the Contractors fenced
staging area at the South East corner of the site. Each representative contractor will arrange for
telephone service and electric service, if required, directly with the utility company. (No field
offices or storage trailers will be allowed by the buildings.)
B.
Maintain, in the contractor’s field office, all articles for First Aid treatment; further, the contractor
shall establish standing arrangements for the immediate removal and hospital treatment of any
employees and other persons on the job site who may be injured or who may become ill during
the course work.
3.4
TEMPORARY AND PERMANENT SERVICES, GENERAL
A.
The Contractor’s use of any permanent system or service of the building or portions thereof
shall be subject to the Owners approval.
B.
The Contractor shall be responsible for any and all damage to permanent services used, and
shall make good any and all damage to the satisfaction of the owner, prior to final completion
and acceptance.
C.
NOTE - In accordance with OSHA and other applicable regulations, the representative
Contractors performing erection of structural steel, precast concrete and such other “skeleton”
type work are solely responsible for the netting, guard rail protection and such other safety
devices as deemed necessary to protect the workers and public from harm.
3.5
TEMPORARY TOILET FACILITIES
A.
3.6
The GENERAL CONTRACTOR shall provide suitable toilet facilities at approved locations
complying with all state and local requirements.
TEMPORARY WATER
A.
The Contractor shall:
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 4 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.
2.
3.
4.
5.
6.
B.
2.
Provide all hose and other extensions from connections installed by the Contractor and
all labor, materials and supplies required to supply water to the work.
Prevent water damage to the work.
STORAGE FACILITIES
A.
The Contractor and each subcontractor shall provide temporary storage shanties, tool houses
and other facilities as required for his own use.
B.
Materials delivered to the site shall be safely stored and adequately protected against loss or
damage. Particular care shall be taken to protect and cover materials that are liable to be
damaged by the elements.
3.8
3.9
Provide and maintain a temporary water system of size and capacity as required below to
supply the needs of all Contractors for the work.
Provide no less than two 3/4 inch hose bibs conveniently located at each location.
Provide and pay for all connections and permits.
Install such temporary water system so that service shall be available at the
commencement of the work. The permanent water risers and lines may be used for
temporary water supply. The permanent services shall be turned over to the Owner in
perfect condition. Any repairs required due to temporary use shall be made at the sole
expense of the plumbing contractor.
Protect temporary and permanent lines against any damage.
Remove all temporary lines when directed by the Architect when such lines are no longer
required.
Contractor shall:
1.
3.7
NOVEMBER 19TH, 2013
RUBBISH CONTAINER
A.
Contractor shall provide suitable rubbish container device(s) for his own use (both demolition
and construction debris), properly maintained and serviced, replaced as required and protected
from access by the public fencing as may be specified herein or approved by the Architect.
B.
Contractor and Subcontractor shall sweep up and gather together daily all his own rubbish and
removed materials and place same in containers.
JANITORIAL SERVICE/DAILY CLEANUP
A.
B.
C.
D.
The Contractor shall furnish daily janitorial services for the project and perform any required maintenance of facilities as deemed necessary by the Architect during the entire
life of the contract.
Toilet facilities shall be kept clean and sanitary at all times. Services shall be accomplished to the satisfaction of the Architect.
The Contractor shall provide daily trash collection and cleanup of the project area and
shall dispose of all discarded debris, and the like in a manner approved by the Architect
and Construction Manager.
The General Work Contractor shall place foot wiping carpet at all entrances, exits to the
work areas and provide daily cleaning for all dust and footprints from the corridors, stairs,
and the like, caused by construction.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 5 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
3.10
A.
3.11
A.
3.12
A.
3.13
A.
3.14
NOVEMBER 19TH, 2013
BURNING
Burning will not be permitted.
TEMPORARY ROADWAYS
- NOT USED
MAINTENANCE OF PERMANENT ROADWAYS
The General Work Contractor shall immediately remove dirt and debris which may collect on
permanent roadways created by their work, deliveries, manpower, equipment, etc.
FIRE PREVENTION CONTROL
All Contractors shall comply with the safety provisions of the National Fire Protection
Association’s “National Fire Codes” pertaining to the work and, particularly, in connection with
any cutting or welding performed as part of the work.
TEMPORARY FIRE PROTECTION
A.
Contractor shall take all possible precautions for the prevention of fires.
Where flame cutting torches, blow torches, or welding tools are required to be used within the
building, their use shall be as approved by the Prime Contractor at the site.
When welding tools or torches of any type are in use, have available in the immediate vicinity of
the work a fire extinguisher of the dry chemical 20 lbs. Type. The fire extinguisher(s) shall be
provided and maintained by the Contractor doing such work.
B.
Fuel for cutting and heating torches shall be gas only and shall be contained in Underwriters
laboratory approved containers.
C.
Storage of gas shall be in locations as approved by the Owner and subject to Fire Department
regulations and requirements.
D.
No volatile liquids shall be used for cleaning agents or as fuels for motorized equipment or tools
within a building except with the express approval of the Owner and/or Architect and in
accordance with local codes. On-site bulk storage of volatile liquids shall be outside the
buildings at locations directed by the Owner, who shall determine the extent of volatile liquid
allowed within the building at any given time.
E.
The Contractor shall comply with the following requirements relating to compressed gas:
1.
2.
Where compressed gas of any type is used for any purpose at the site, it shall be
contained in cylinders complying with ICC regulations. Gases of different types shall not
be stored together except when in use and when such proximity is required.
All gas cylinders shall be stored in sheds constructed of noncombustible materials. Sheds
shall be well ventilated and without electric lights or fixtures and shall be located as far
from other buildings as is practicable. All gas cylinders not in actual use, or in proposed
immediate use, shall be removed from the building under construction or reconstruction.
Empty gas cylinders shall be removed prior to bringing in a replacement cylinder.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 6 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
3.
4.
5.
6.
F.
2.
3.
4.
5.
6.
7.
8.
9.
3.15
A.
Cylinders shall at all times be supported and braced in an upright position. When not in
use, the protective cap shall be screwed over the valve.
All persons required to handle gas cylinders or to act as temporary firemen (Fire
Watchers) shall be able to read, write and understand the English language; they shall
also be required by the Contractor to read Part 3 of Pamphlet P-1 “Safe Handling of
Compressed Gases” published by the Compressed Gas Association, 500 Fifth Avenue,
New York, NY 10036.
Where local ordinances are in effect regarding gas cylinders, (their use, appurtenances
and handling), such ordinances shall supplement the requirements of this paragraph. All
personnel engaged in fire watch shall be certified by the Local Fire Department having
jurisdiction.
LP-Gas Heating will not be permitted in enclosed areas below grade.
Any cylinder not having the proper ICC markings or reinspection marking, or any cylinder
with a leak shall be isolated immediately away from any building and the supplier shall be
immediately notified; such other precautions as may be required to prevent damage or
injury shall also be taken by the Contractor.
The Contractor shall comply with the following requirements relating to welding and cutting:
1.
G.
NOVEMBER 19TH, 2013
All cutting and/or welding (electric or gas) must be done only by skilled, certified and
licensed personnel.
During welding or cutting operations, a contractor’s man shall act as a fire watcher. The
fire watcher shall have proper eye protection and suitable fire fighting equipment
including fire extinguisher (bearing current inspection Certificate), protective gloves and
any other equipment deemed necessary.
Welding or cutting shall not be done near flammable liquid, vapors or tanks containing
such material.
Where cutting or welding is done above or adjacent to (within two feet) combustible
material or persons, a shield of incombustible material shall be installed to protect against
fire or injury to sparks or hot metal.
Tanks supplying gases for welding or cutting are to be placed in an upright position
securely fastened, and close as practical to the operation. Tanks, actives or spares, shall
be protected from excess heat and shall not be placed in stairways, hallways or exits.
When not in use, protective valve cap shall be screwed on the cylinder.
Adequate fire extinguishing equipment shall be maintained at all welding or cutting
operations.
The Contractor shall secure all required inspections.
All equipment, hoses, gauges, pressure reducing valves, torches, etc., shall be
maintained in good working order and all defective equipment shall immediately be
removed from the job.
No person shall be permitted to do any welding or cutting until his name, address and
current license number have been submitted in writing to the Owner.
Contractors for work outside the building shall commence operations promptly on award of
Contract, and shall be responsible for same being kept clear of materials and debris in
connection with their own work and that of other Contractors. If a Contractor for outside work
allows other contractors to deposit material and debris over its lines, the Contractor shall be
responsible for all delay and extra cost occasioned thereby.
DISCONTINUE, CHANGES AND REMOVAL
Contractor shall:
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 7 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.
2.
3.
3.16
A.
Provide temporary ventilation required by construction activities for curing or drying of
completed installations or for protecting installed construction from adverse effects of high
humidity. Select equipment from that specified that will not have a harmful effect on completed
installations or elements being installed. Coordinate ventilation requirements to produce
ambient condition required and minimize energy consumption.
2.
3.
4.
A.
3.18
Discontinue all temporary services required by the Contract when so directed by the
Architect.
The discontinuance of any such temporary service prior to the completion of the work
shall not render the Owner liable for any additional cost entailed thereby and each
Contractor shall thereafter furnish, at no additional cost to the Owner, any and all
temporary service required by such Contractors work.
Remove and relocate such temporary facilities as directed by the Architect without
additional cost to the Owner, and shall restore the site and the work to a condition
satisfactory to the Owner.
VENTILATION AND HUMIDITY CONTROL FOR CONSTRUCTION:
1.
3.17
NOVEMBER 19TH, 2013
Contractor shall be responsible for their own temporary ventilation required by
construction activities for curing or drying of completed installations or for protecting
installed construction from adverse effects of high humidity.
Ventilate enclosed area to dissipate humidity, and to prevent accumulation of dust,
fumes, vapors or gases.
Provide equipment as necessary for air and fresh exchange for the work area per OSHA
standards.
Remove temporary ventilation equipment prior to the completion of construction.
VENTILATION AND HUMIDITY CONTROL FOR BUILDING:
The Contractor shall provide temporary ventilation required for permanently or temporarily
enclosed portions of building or for protecting existing construction from adverse effects of high
humidity. Select equipment from that specified that will not have a harmful effect on completed
installations or elements being installed. Coordinate ventilation requirements to produce
ambient condition required and minimize energy consumption.
PROJECT SIGNS:
A.
Identification Signs: Provide Project identification signs as indicated on Drawings.
B.
Temporary Signs: Provide other signs as indicated and as required to inform public and
individuals seeking entrance to Project.
3.19
A.
ENVIRONMENTAL PROTECTION:
Each Prime Contractor shall provide protection, operate temporary facilities, and conduct
construction in ways and by methods that comply with environmental regulations and that
minimize possible air, waterway, and subsoil contamination or pollution or other undesirable
effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noise
making tools and equipment to hours that will minimize complaints from persons or firms near
Project site.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 8 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
3.20
A.
TEMPORARY PARTITIONS:
Contractor shall erect and maintain dustproof partitions and temporary enclosures to limit dust
and dirt migration and to separate areas from fumes and noise.
1.
2.
Construct dustproof partitions of not less than nominal 4-inch (100-mm) studs, 5/8-inch
(16-mm) gypsum wallboard with joints taped on occupied side, and ½-inch (13-mm) fireretardant plywood on construction side.
Construct dustproof, floor-to-ceiling partitions of not less than nominal 4-inch (100-mm)
studs, 2 layers of 3-mil (0.07-mm) polyethylene sheets, inside and outside temporary
enclosure. Cover floor with 2 layers of 3-mil (0.07-mm) polyethylene sheets, extending
sheets 18 inches (460 mm) up the side walls. Overlap and tape full length joints. Cover
floor with 3/4-inch (19-mm0 fire-retardant plywood.
a.
3.
4.
5.
6.
3.21
NOVEMBER 19TH, 2013
Construct a vestibule and airlock at each entrance to temporary enclosure with not
less than 48 inches (1219 mm) between doors. Maintain water-dampened foot
mats in vestibule.
Sound insulate partitions to provide noise protection to occupied areas.
Seal joints and perimeter. Equip partitions with dustproof doors and security locks.
Protect air-handling equipment.
Weatherstrip openings.
AREAS OF SPECIAL PROTECTION:
A.
Operations of the Contractors may not block, hinder, impede, or otherwise inhibit the safe and
expeditious exiting of the building’s occupants during an emergency.
B.
In the event of an emergency (designated by the sounding of the fire alarm system) all
construction activities must immediately cease. Contractor’s work force will evacuate
themselves from work areas and remain outside of work areas until the “all clear” is given. No
work operations will be tolerated during the evacuation of the building or during an emergency.
3.22
A.
3.23
ENVIRONMENTAL PROTECTION:
Provide protection, operate temporary facilities, and conduct construction in ways and by
methods that comply with environmental regulations, and minimize the possibility that air,
waterways, and subsoil might be contaminated or polluted or that other undesirable effects
might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of
noise-making tools and equipment to hours that will minimize complaints from persons or firms
near the site.
OPERATION, TERMINATION, AND REMOVAL
A.
Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary
facilities to essential and intended uses to minimize waste and abuse.
B.
Maintenance: Maintain facilities in good operating condition until removal. Protect from damage
by freezing temperatures and similar elements.
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 9 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.
2.
C.
NOVEMBER 19TH, 2013
Maintain operation of temporary enclosures, heating, cooling, humidity control,
ventilation, and similar facilities on a 24-hour basis where required to achieve indicated
results and to avoid possibility of damage.
Protection: Prevent water-filled piping from freezing. Maintain markers for underground
lines. Protect from damage during excavation operations.
Termination and Removal: Unless the Architect requests that it be maintained longer, remove
each temporary facility when the need has ended, when replaced by authorized use of a
permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore
permanent construction that may have been delayed because of interference with the
temporary facility. Repair damaged work, clean exposed surfaces, and replace construction that
cannot be satisfactorily repaired.
1.
2.
Materials and facilities that constitute temporary facilities are the Contractors property.
The Owner reserves the right to take possession of project identification signs.
At Substantial Completion, clean and renovate permanent facilities used during the
construction period including, but not limited to, the following:
a.
b.
c.
Replace air filters and clean inside of ductwork and housings.
Replace significantly worn parts and parts subject to unusual operating conditions.
Replace lamps burned out or noticeably dimmed by hours of use
END OF SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
01 5000 - 10 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 6000 – PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes administrative and procedural requirements governing the Contractor's
selection of products for use in the Project.
1.
Prime Contract: Provisions of this Section apply to the construction activities of each
prime contractor.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
Division 1 Section "Electronic Submittal Procedures" specifies requirements for submittal
of the Contractor's Construction Schedule and the Submittal Schedule.
2.
Division 1 Section “Temporary Facilities and Controls" specifies administrative
procedures for handling requests for substitutions made after award of the Contract.
1.3
DEFINITIONS
A.
1.4
Definitions used in this Article are not intended to change the meaning of other terms used in
the Contract Documents, such as "specialties," "systems," "structure," "finishes," "accessories,"
and similar terms. Such terms are self-explanatory and have well-recognized meanings in the
construction industry.
1.
"Products" are items purchased for incorporation in the Work, whether purchased for the
Project or taken from previously purchased stock. The term "product" includes the terms
"material," "equipment," "system," and terms of similar intent.
a.
"Named Products" are items identified by the manufacturer's product name,
including make or model number or other designation, shown or listed in the
manufacturer's published product literature, that is current as of the date of the
Contract Documents.
2.
"Materials" are products substantially shaped, cut, worked, mixed, finished, refined or
otherwise fabricated, processed, or installed to form a part of the Work.
3.
"Equipment" is a product with operational parts, whether motorized or manually operated,
that requires service connections, such as wiring or piping.
QUALITY ASSURANCE
A.
Source Limitations: To the fullest extent possible, provide products of the same kind from a
single source.
1.
When specified products are available only from sources that do not, or cannot, produce
a quantity adequate to complete project requirements in a timely manner, consult with the
Architect to determine the most important product qualities before proceeding. Qualities
may include attributes, such as visual appearance, strength, durability, or compatibility.
PRODUCT REQUIREMENTS
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When a determination has been made, select products from sources producing products
that possess these qualities, to the fullest extent possible.
B.
Compatibility of Options: When the Contractor is given the option of selecting between 2 or
more products for use on the Project, the product selected shall be compatible with products
previously selected, even if previously selected products were also options.
1.
Each prime contractor is responsible for providing products and construction methods
that are compatible with products and construction methods of other prime or separate
contractors.
2.
If a dispute arises between prime contractors over concurrently selectable, but
incompatible products, the Architect will determine which products shall be retained and
which are incompatible and must be replaced.
C.
Nameplates: Except for required labels and operating data, do not attach or imprint
manufacturer's or producer's nameplates or trademarks on exposed surfaces of products that
will be exposed to view in occupied spaces or on the exterior.
1.
Labels: Locate required product labels and stamps on concealed surfaces or, where
required for observation after installation, on accessible surfaces that are not
conspicuous.
2.
Equipment Nameplates: Provide a permanent nameplate on each item of serviceconnected or power-operated equipment. Locate on an easily accessible surface that is
inconspicuous in occupied spaces. The nameplate shall contain the following information
and other essential operating data:
a.
Name of product and manufacturer.
b.
Model and serial number.
c.
Capacity.
d.
Speed.
e.
Ratings.
1.5
PRODUCT DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store, and handle products according to the manufacturer's recommendations, using
means and methods that will prevent damage, deterioration, and loss, including theft.
1.
Schedule delivery to minimize long-term storage at the site and to prevent overcrowding
of construction spaces.
2.
Coordinate delivery with installation time to assure minimum holding time for items that
are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other
losses.
3.
Deliver products to the site in an undamaged condition in the manufacturer's original
sealed container or other packaging system, complete with labels and instructions for
handling, storing, unpacking, protecting, and installing.
4.
Inspect products upon delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
5.
Store products at the site in a manner that will facilitate inspection and measurement of
quantity or counting of units.
6.
Store heavy materials away from the Project structure in a manner that will not endanger
the supporting construction.
7.
Store products subject to damage by the elements above ground, under cover in a
weather tight enclosure, with ventilation adequate to prevent condensation. Maintain
temperature and humidity within range required by manufacturer's instructions.
PART 2 - PRODUCTS
PRODUCT REQUIREMENTS
01 6000 - 2 of 3
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.1
NOVEMBER 19TH, 2013
PRODUCT SELECTION
A.
General Product Requirements: Provide products that comply with the Contract Documents,
that are undamaged and, unless otherwise indicated, new at the time of installation.
1.
Provide products complete with accessories, trim, finish, safety guards, and other devices
and details needed for a complete installation and the intended use and effect.
2.
Standard Products: Where available, provide standard products of types that have been
produced and used successfully in similar situations on other projects.
B.
Product Selection Procedures: The Contract Documents and governing regulations govern
product selection. Procedures governing product selection include the following:
1.
Nonproprietary Specifications: When Specifications list products or manufacturers that
are available and may be incorporated in the Work, but do not restrict the Contractor to
use of these products only, the Contractor may propose any available product that
complies with Contract requirements. Comply with Contract Document provisions
concerning "substitutions" to obtain approval for use of an unnamed product.
2.
Descriptive Specification Requirements: Where Specifications describe a product or
assembly, listing exact characteristics required, with or without use of a brand or trade
name, provide a product or assembly that provides the characteristics and otherwise
complies with Contract requirements.
3.
Performance Specification Requirements: Where Specifications require compliance with
performance requirements, provide products that comply with these requirements and
are recommended by the manufacturer for the application indicated.
4.
Manufacturer's recommendations may be contained in published product literature or by
the manufacturer's certification of performance.
5.
Compliance with Standards, Codes, and Regulations: Where Specifications only require
compliance with an imposed code, standard, or regulation, select a product that complies
with the standards, codes, or regulations specified.
6.
Visual Matching: Where Specifications require matching an established Sample, the
Architect's decision will be final on whether a proposed product matches satisfactorily.
7.
Where no product available within the specified category matches satisfactorily and
complies with other specified requirements, comply with provisions of the Contract
Documents concerning "substitutions" for selection of a matching product in another
product category.
8.
Visual Selection: Where specified product requirements include the phrase "... as
selected from manufacturer's standard colors, patterns, textures ..." or a similar phrase,
select a product and manufacturer that complies with other specified requirements. The
Architect will select the color, pattern, and texture from the product line selected.
9.
Allowances: Refer to individual Specification Sections and "Allowance" provisions in
Division 1 for allowances that control product selection and for procedures required for
processing such selections, if required.
PART 3 - EXECUTION
3.1
INSTALLATION OF PRODUCTS
A.
Comply with manufacturer's instructions and recommendations for installation of products in the
applications indicated. Anchor each product securely in place, accurately located and aligned
with other Work.
1.
Clean exposed surfaces and protect as necessary to ensure freedom from damage and
deterioration at time of Substantial Completion.
END OF SECTION 01 6000
PRODUCT REQUIREMENTS
01 6000 - 3 of 3
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 7329 – CUTTING AND PATCHING
PART 1 - GENERAL
1.1
SUMMARY
A.
This Section includes administrative and procedural requirements for cutting and patching.
B.
Definition: "Cutting and patching" includes cutting into existing construction to provide for the
installation or performance of other work and subsequent fitting and patching required to restore
surfaces to their original condition, and does not apply to new construction procedures, except
when new construction is already completed and must be cut and patched due to incorrect
sequencing of work and/or improper coordination.
C.
Multi Prime Contracts: Provisions of this Section apply to the construction activities of each
prime Contractor.
D.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
2.
Division 1 Section "Execution and Product Requirements" for procedures for coordinating
cutting and patching with other construction activities.
Refer to other Sections for specific requirements and limitations applicable to cutting and
patching individual parts of the Work.
a.
1.2
Requirements of this Section apply to mechanical and electrical installations.
Refer to Division 15 and 16 Sections for other requirements and limitations
applicable to cutting and patching mechanical and electrical installations.
RESPONSIBILITIES
A.
General: General Contractor is responsible to perform cutting and patching for their portion of
the Work. Patching work shall restore surfaces to original condition including paint, ceramic, tile,
EIFS, VCT flooring, terrazzo flooring, gypsum wallboard ceilings and walls, etc. The
requirements of this section apply to all Contractors, even though certain items of work may be
applicable to a specific Prime Contractor.
B.
Cutting and patching of completed new construction required due to out of sequence
construction and/or improper coordination is the responsibility of the prime Contractor
responsible for the out of sequence construction or improper coordination. Cutting and patching
of new construction for these purposes shall be accomplished by the General Work Contractor
and shall be paid for by the prime Contractor responsible. The Architect shall be the sole judge
of the responsibility for such cutting and patching, and shall prepare change orders to delete
monies from the Contract of the responsible prime Contractor and credit those monies to the
Contractor for General Work.
1.
The Prime Contractor shall cooperate with Architect and other Sub-Contractors to
accomplish this cutting and patching with minimal disruption to construction and at
reasonable costs.
CUTTING AND PATCHING
01 7329 - 1 of 5
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.3
NOVEMBER 19TH, 2013
SUBMITTALS:
A.
Cutting and Patching Proposal: Submit a plan describing procedures well in advance of the
time cutting and patching will be performed if the Owner requires approval of these procedures
before proceeding. Request approval to proceed. Include the following information, as
applicable, in the proposal:
1.
2.
3.
4.
5.
6.
7.
1.4
Describe the extent of cutting and patching required. Show how it will be performed and
indicate why it cannot be avoided.
Describe anticipated results in terms of changes to existing construction. Include
changes to structural elements and operating components as well as changes in the
building's appearance and other significant visual elements.
List products to be used and firms or entities that will perform Work.
Indicate dates when cutting and patching will be performed.
Utilities: List utilities that cutting and patching procedures will disturb or affect. List
utilities that will be relocated and those that will be temporarily out-of-service. Indicate
how long service will be disrupted.
Where cutting and patching involves adding reinforcement to structural elements, submit
details and engineering calculations showing integration of reinforcement with the original
structure.
Approval by the Architect to proceed with cutting and patching does not waive the
Architect's right to later require complete removal and replacement of unsatisfactory
work.
QUALITY ASSURANCE:
A.
Requirements for Structural Work: Do not cut and patch structural elements in a manner that
would change their load-carrying capacity or load-deflection ratio.
1.
Obtain approval of the cutting and patching proposal before cutting and patching the
following structural elements:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
B.
Foundation construction.
Bearing and retaining walls.
Structural concrete.
Structural steel.
Lintels.
Timber and primary wood framing.
Structural decking.
Stair systems.
Miscellaneous structural metals.
Exterior curtain-wall construction.
Equipment supports.
Piping, ductwork, vessels, and equipment.
Structural systems of special construction in Division 13 Sections.
Operational Limitations: Do not cut and patch operating elements or related components in a
manner that would result in reducing their capacity to perform as intended. Do not cut and
patch operating elements or related components in a manner that would result in increased
maintenance or decreased operational life or safety.
CUTTING AND PATCHING
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ISD GYM WINDOW REPLACEMENT
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1.
Obtain approval of the cutting and patching proposal before cutting and patching the
following operating elements or safety related systems:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
C.
Primary operational systems and equipment.
Air or smoke barriers.
Water, moisture, or vapor barriers.
Membranes and flashings.
Fire protection systems.
Noise and vibration control elements and systems.
Control systems.
Communication systems.
Conveying systems.
Electrical wiring systems.
Operating systems of special construction.
Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied
spaces in a manner that would, in the Architect's opinion, reduce the building's aesthetic
qualities. Do not cut and patch construction in a manner that would result in visual evidence of
cutting and patching. Remove and replace construction cut and patched in a visually
unsatisfactory manner.
1.
If possible retain the original Installer or fabricator to cut and patch the exposed Work
listed below. If it is impossible to engage the original Installer or fabricator, engage
another recognized experienced and specialized firm.
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
1.5
NOVEMBER 19TH, 2013
Processed concrete finishes.
Stonework and stone masonry.
Ornamental metal.
Matched-veneer woodwork.
Preformed metal panels.
Firestopping.
Window wall system.
Stucco and ornamental plaster.
Acoustical ceilings.
Terrazzo.
Finished wood flooring.
Fluid-applied flooring.
Carpeting.
Aggregate wall coating.
Wall covering.
Swimming pool finishes.
HVAC enclosures, cabinets, or covers
WARRANTY:
A.
Existing Warranties: Replace, patch, and repair material and surfaces cut or damaged by
methods and with materials in such a manner as not to void any warranties required or existing.
PART 2 - PRODUCTS
CUTTING AND PATCHING
01 7329 - 3 of 5
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ISD GYM WINDOW REPLACEMENT
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2.1
NOVEMBER 19TH, 2013
MATERIALS, GENERAL:
A.
Use materials identical to existing materials. For exposed surfaces, use materials that visually
match existing adjacent surfaces to the fullest extent possible if identical materials are
unavailable or cannot be used. Use materials whose installed performance will equal or
surpass that of existing materials.
PART 3 - EXECUTION
3.1
INSPECTION:
A.
Examine surfaces to be cut and patched and conditions under which cutting and patching is to
be performed before cutting. If unsafe or unsatisfactory conditions are encountered, take
corrective action before proceeding.
1.
3.2
Before proceeding, meet at the Project Site with parties involved in cutting and patching,
including mechanical and electrical trades. Review areas of potential interference and
conflict. Coordinate procedures and resolve potential conflicts before proceeding.
PREPARATION:
A.
Temporary Support: Provide temporary support of work to be cut, including shoring, lumber,
plywood, etc.
B.
Protection: Protect existing construction during cutting and patching to prevent damage.
Provide protection from adverse weather conditions for portions of the Project that might be
exposed during cutting and patching operations.
C.
Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.
D.
Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be
removed or relocated until provisions have been made to bypass them.
3.3
PERFORMANCE:
A.
General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and
patching at the earliest feasible time and complete without delay.
1.
B.
Cut existing construction to provide for installation of other components or performance of
other construction activities and the subsequent fitting and patching required to restore
surfaces to their original condition.
Cutting: Cut existing construction using methods least likely to damage elements retained or
adjoining construction. Where possible, review proposed procedures with the original Installer;
comply with the original Installer's recommendations.
1.
In general, where cutting, use hand or small power tools designed for sawing or grinding,
not hammering and chopping. Cut holes and slots as small as possible, neatly to size
CUTTING AND PATCHING
01 7329 - 4 of 5
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2.
3.
4.
5.
C.
required, and with minimum disturbance of adjacent surfaces. Temporarily cover
openings when not in use.
To avoid marring existing finished surfaces, cut or drill from the exposed or finished side
into concealed surfaces.
Cut through concrete and masonry using a cutting machine, such as a Carborundum saw
or a diamond-core drill.
Comply with requirements of applicable Division 2 Sections where cutting and patching
requires excavating and backfilling.
Where services are required to be removed, relocated, or abandoned, by-pass utility
services, such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or
partitions to be removed. Cap, valve, or plug and seal the remaining portion of pipe or
conduit to prevent entrance of moisture or other foreign matter after by-passing and
cutting.
Patching: Patch with durable seams that are as invisible as possible. Comply with specified
tolerances.
1.
2.
3.
Where feasible, inspect and test patched areas to demonstrate integrity of the
installation.
Restore exposed finishes of patched areas and extend finish restoration into retained
adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
Where removing walls or partitions extends one finished area into another, patch and
repair floor and wall surfaces in the new space. Provide an even surface of uniform color
and appearance. Remove existing floor and wall coverings and replace with new
materials, if necessary, to achieve uniform color and appearance.
a.
4.
3.4
NOVEMBER 19TH, 2013
Where patching occurs in a smooth painted surface, extend final paint coat over
entire unbroken surface containing the patch after the area has received primer
and second coat.
Patch, repair, or re-hang existing ceilings as necessary to provide an even-plane surface
of uniform appearance.
CLEANING:
A.
Clean areas and spaces where cutting and patching are performed. Completely remove paint,
mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features
before applying paint or other finishing materials. Restore damaged pipe covering to its original
condition.
END OF SECTION 01 7329
CUTTING AND PATCHING
01 7329 - 5 of 5
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 7400 – WARRANTIES
1.1
SUMMARY
A.
This Section includes administrative and procedural requirements for warranties required by the
Contract Documents, including manufacturer’s standard warranties on products and special
warranties.
1.
Refer to the General Conditions for terms of the Contractor's period for correction of the
Work.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
Division 1 Section "Submittals" specifies procedures for submitting warranties.
2.
Division 1 Section "Execution and closeout requirements” specifies contract closeout
procedures.
3.
Divisions 2 through 16 Sections for specific requirements for warranties on products and
installations specified to be warranted.
4.
Certifications and other commitments and agreements for continuing services to Owner
are specified elsewhere in the Contract Documents.
C.
Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties
do not relieve the Contractor of the warranty on the Work that incorporates the products.
Manufacturer's disclaimers and limitations on product warranties do not relieve suppliers,
manufacturers, and subcontractors required to countersign special warranties with the
Contractor.
D.
Single Prime Contract:
contract.
1.2
General contractor is responsible for warranties related to its own
DEFINITIONS
A.
Standard product warranties are preprinted written warranties published by individual
manufacturers for particular products and are specifically endorsed by the manufacturer to the
Owner.
B.
Special warranties are written warranties required by or incorporated in the Contract
Documents, either to extend time limits provided by standard warranties or to provide greater
rights for the Owner.
1.3
WARRANTY REQUIREMENTS
A.
Related Damages and Losses: When correcting failed or damaged warranted construction,
remove and replace construction that has been damaged as a result of such failure or must be
removed and replaced to provide access for correction of warranted construction.
B.
Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected
by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated
warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
C.
Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or
rebuild the Work to an acceptable condition complying with requirements of the Contract
Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work
regardless of whether the Owner has benefited from use of the Work through a portion of its
anticipated useful service life.
WARRANTIES
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D.
Owner's Recourse: Expressed warranties made to the Owner are in addition to implied
warranties and shall not limit the duties, obligations, rights, and remedies otherwise available
under the law. Expressed warranty periods shall not be interpreted as limitations on the time in
which the Owner can enforce such other duties, obligations, rights, or remedies.
1.
Rejection of Warranties: The Owner reserves the right to reject warranties and to limit
selection to products with warranties not in conflict with requirements of the Contract
Documents.
E.
Where the Contract Documents require a special warranty, or similar commitment on the Work
or part of the Work, the Owner reserves the right to refuse to accept the Work, until the
Contractor presents evidence that entities required to countersign such commitments are willing
to do so.
1.4
SUBMITTALS
A.
Submit written warranties to the Architect prior to the date certified for Substantial Completion.
If the Architect's Certificate of Substantial Completion designates a commencement date for
warranties other than the date of Substantial Completion for the Work, or a designated portion
of the Work, submit written warranties upon request of the Architect.
1.
When a designated portion of the Work is completed and occupied or used by the Owner,
by separate agreement with the Contractor during the construction period, submit
properly executed warranties to the Architect within 15 days of completion of that
designated portion of the Work.
B.
When the Contract Documents require the Contractor, or the Contractor and a subcontractor,
supplier or manufacturer to execute a special warranty, prepare a written document that
contains appropriate terms and identification, ready for execution by the required parties.
Submit a draft to the Owner, through the Architect, for approval prior to final execution.
1.
Refer to Divisions 2 through 16 Sections for specific content requirements and particular
requirements for submitting special warranties.
C.
Form of Submittal: At Final Completion compile 2 copies of each required warranty properly
executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer.
Organize the warranty documents into an orderly sequence based on the table of contents of
the Project Manual.
D.
Bind warranties and bonds in heavy-duty, commercial-quality, durable 3-ring, vinyl-covered
loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 81/2-by-11-inch(115-by-280-mm) paper.
1.
Provide heavy paper dividers with celluloid covered tabs for each separate warranty.
Mark the tab to identify the product or installation. Provide a typed description of the
product or installation, including the name of the product, and the name, address, and
telephone number of the Installer.
2.
Identify each binder on the front and spine with the typed or printed title "WARRANTIES,"
Project title or name, and name of the Contractor.
3.
When warranted construction requires operation and maintenance manuals, provide
additional copies of each required warranty, as necessary, for inclusion in each required
manual.
END OF SECTION 01 7400
WARRANTIES
01 7400 - 2 of 2
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 7423 – CLEANING UP
PART 1 - GENERAL
1.1
DESCRIPTION OF WORK:
A.
The work of this section relates to the following:
1.
2.
3.
B.
Related Requirements Specified Elsewhere
1.
2.
3.
1.2
Maintain premises and public properties and roadways free from accumulations of waste,
debris, dirt, mud and rubbish caused by operations.
At completion of work, remove waste materials, rubbish tools, equipment, machinery and
surplus materials, and clean all sight exposed surfaces; leave project clean and ready for
occupancy.
Remove all overspray caused by construction operations from adjacent construction,
surfaces and vehicles.
Summary of Work: Section 011000
Cutting and Patching: Section 017329
Cleaning for Specific Products or Work: the respective sections of the specifications:
SAFETY REQUIREMENTS:
A.
Standards: Maintain project in accord with safety and insurance standards.
B.
Hazard Control
1.
2.
3.
C.
Store volatile waste in covered metal containers and remove from premises daily.
Prevent accumulations of waste which create hazardous conditions.
Provide adequate ventilation during use of volatile or noxious substances.
Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution
laws.
1.
2.
3.
Do not burn or bury rubbish and waste materials on project site.
Do not dispose of volatile waste such as mineral spirits, oil, or paint thinner in storm or
sanitary drains.
Do not dispose of waste into streams or waterways.
PART 2 - EXECUTION
2.1
MATERIALS:
A.
Use only cleaning materials recommended by manufacturer of surface to be cleaned.
CLEANING UP
01 7423 - 1 of 3
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
PART 3 - EXECUTION
3.1
DURING CONSTRUCTION CONTRACT(S) SHALL:
A.
Execute daily cleaning to ensure that building, grounds, and public properties and roadways are
maintained free from accumulations of waste materials, rubbish, dirt and mud.
B.
Wet down dry materials and rubbish to lay dust and prevent blowing dust. Erect dustproof
barriers to keep dust from drifting through the building.
C.
Each day, all contractors shall affect the following:
1.
2.
3.
4.
5.
6.
7.
8.
Areas of intense activity, such as cutting and sawing must be swept clean and
reorganized at the end of each day.
Areas of moderate activity such as installation of plumbing, ductwork, electrical work
must be returned to good order at the end of each day.
Debris below scaffolds (and shoring/re-shoring) must at all time, be kept sufficiently
consolidated to keep walkways free of tripping hazards. These work areas must also be
swept clean immediately upon removal of scaffolds.
All swept up debris, waste materials, and packing must be removed and placed in the
dumpster by noon of the following workday.
All sorted material must be kept in good order.
As portions of the work are completed, all used and excess materials must be removed
promptly.
Daily Clean-up and good housekeeping is the responsibility of each contractor
individually and will be monitored by the Construction Manager.
Contractors shall promptly comply with requests to organize scatted materials.
D.
Each contractor is responsible for furnishing all dumpsters or other such containers as required
for collection, storage and legal disposal of all debris and rubbish resultant from the construction
operation. The Construction Manager shall locate, maintain and move such containers as
necessary and legally dispose of waste as containers are filled. Separate and recycle as
required authorities and regulations.
E.
Vacuum clean interior building areas when ready to receive finish painting, and continue
vacuum cleaning on an as needed basis until building is ready for Substantial Completion or
occupancy.
F.
Handle materials in a controlled manner with as few handlings as possible; do not drop or throw
materials from heights.
G.
Schedule cleaning operations so that dust and other containment resulting from cleaning
process will not fall on wet, newly painted surfaces.
3.2
FINAL CLEANING
A.
Each Contractor Shall:
1.
2.
CLEANING UP
Employ experienced workmen, or professional cleaners, for final cleaning.
In preparation for substantial completion or occupancy, conduct final inspection of sight
exposed interior and exterior surfaces, and of concealed spaces.
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3.
4.
5.
B.
Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials form
sight-exposed interior and exterior finished surfaces; polish surface so designated to
shine finish.
Maintain cleaning until project, or portion thereof, is occupied by owner.
Repair, patch and touch up marred surfaces to specified finish, to match adjacent
surfaces.
Contractor shall complete the following cleaning operations before requesting inspection for
certification of Substantial Completion for entire Project or portion of Project:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
3.3
NOVEMBER 19TH, 2013
Wash all transparent materials including mirrors and glass in doors and windows (inside
and out).
Vacuum clean carpeting and epoxy flooring.
Wash & wax resilient tile floors.
Wash and polish all terrazzo and ceramic tile as installed new.
Dust/ clean all finished surfaces including casework, window sills, toilet partitions/
accessories, hardware, specialties, etc.
Restoration of any lawn areas disturbed by construction operations.
Replace disposable filters on HVAC units. Clean permanent air filters.
Clean ducts, blowers and coils if dusty/ soiled during construction process
Final clean surfaces of all HVAC equipment including dust, paint, taping compound,
mortar droppings, etc. (Unit ventilators, unit heaters, convectors, fintube, diffusers/ grills,
etc).
Clean light fixtures, lamps, globes & reflectors. Replace burned out bulbs, noisy starters,
etc.
Clean surfaces of all electrical equipment.
Clean all fixtures, lavatories, water closets, and trim.
RUBBISH REMOVAL
A.
Each contractor shall comply with all Local, State and Federal Laws, Codes and Requirements
regarding recycling and trash or rubbish removal.
END OF SECTION 01 7423
CLEANING UP
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SECTION 01 7700 – EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes administrative and procedural requirements for contract closeout
including, but not limited to, the following:
1.
2.
3.
4.
5.
Inspection procedures.
Project record document submittal.
Operation and maintenance manual submittal.
Submittal of warranties.
Final cleaning.
B.
Closeout requirements for specific construction activities are included in the appropriate
Sections.
C.
Single Prime Contracts: Provisions of this Section apply to the construction activities of General
Contractor.
1.3
SUBSTANTIAL COMPLETION
A.
Preliminary Procedures:
Before requesting inspection for certification of Substantial
Completion, complete the following. List exceptions in the request.
1.
In the Application for Payment that coincides with, or first follows, the date Substantial
Completion is claimed, show 100 percent completion for the portion of the Work claimed
as substantially complete.
a.
b.
2.
3.
4.
5.
6.
Include supporting documentation for completion as indicated in these Contract
Documents and a statement showing an accounting of changes to the Contract
Sum.
If 100 percent completion cannot be shown, include a list of incomplete items, the
value of incomplete construction, and reasons the Work is not complete.
Advise the Owner of pending insurance changeover requirements.
Submit specific warranties, workmanship bonds, maintenance agreements, final
certifications, and similar documents.
Obtain and submit releases enabling the Owner unrestricted use of the Work and access
to services and utilities. Include occupancy permits, operating certificates, and similar
releases.
Submit record drawings, maintenance manuals, final project photographs, damage or
settlement surveys, property surveys, and similar final record information.
Deliver tools, spare parts, extra stock, and similar items.
EXECUTION AND CLOSEOUT REQUIREMENTS
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7.
8.
9.
10.
B.
Make final changeover of permanent locks and transmit keys to the Owner. Advise the
Owner's personnel of changeover in security provisions.
Complete startup testing of systems and instruction of the Owner's operation and
maintenance personnel. Discontinue and remove temporary facilities from the site, along
with mockups, construction tools, and similar elements.
Complete final cleanup requirements, including touchup painting.
Touch up and otherwise repair and restore marred, exposed finishes.
Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed
with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the
Certificate of Substantial Completion following inspection or advise the Contractors of
construction that must be completed or corrected before the certificate will be issued.
1.
2.
1.4
NOVEMBER 19TH, 2013
The Architect will repeat inspection when requested and assured that the Work is
substantially complete.
Results of the completed inspection will form the basis of requirements for final
acceptance.
FINAL ACCEPTANCE
A.
Preliminary Procedures: Before requesting final inspection for certification of final acceptance
and final payment, complete the following. List exceptions in the request.
1.
2.
3.
4.
5.
6.
7.
B.
Submit the final payment request with releases and supporting documentation not
previously submitted and accepted. Include insurance certificates for products and
completed operations where required.
Submit an updated final statement, accounting for final additional changes to the Contract
Sum.
Submit a certified copy of the Architect's final inspection list of items to be completed or
corrected, endorsed and dated by the Architect. The certified copy of the list shall state
that each item has been completed or otherwise resolved for acceptance and shall be
endorsed and dated by the Architect.
Submit final meter readings for utilities, a measured record of stored fuel, and similar data
as of the date of Substantial Completion or when the Owner took possession of and
assumed responsibility for corresponding elements of the Work.
Submit consent of surety to final payment.
Submit a final liquidated damages settlement statement.
Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
Re-inspection Procedure: The Architect will re-inspect the Work upon receipt of notice that the
Work, including inspection list items from earlier inspections, has been completed, except for
items whose completion is delayed under circumstances acceptable to the Architect.
1.
2.
Upon completion of re-inspection, the Architect will prepare a certificate of final
acceptance. If the Work is incomplete, the Architect will advise the Contractors of Work
that is incomplete or of obligations that have not been fulfilled but are required for final
acceptance.
If necessary, re-inspection will be repeated, but may be chargeable to the Owner and
back-chargeable to the Contractor in conditions within his control.
EXECUTION AND CLOSEOUT REQUIREMENTS
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1.5
NOVEMBER 19TH, 2013
RECORD DOCUMENT SUBMITTALS
A.
General: Do not use record documents for construction purposes. Protect record documents
from deterioration and loss in a secure, fire-resistant location. Provide access to record
documents for the Architect's reference during normal working hours.
B.
Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of
Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the
installation varies substantially from the Work as originally shown. Mark which drawing is most
capable of showing conditions fully and accurately. Where Shop Drawings are used, record a
cross-reference at the corresponding location on the Contract Drawings. Give particular
attention to concealed elements that would be difficult to measure and record at a later date.
1.
2.
3.
4.
C.
Record Specifications: Maintain one complete copy of the Project Manual, including addenda.
Include with the Project Manual one copy of other written construction documents, such as
Change Orders and modifications issued in printed form during construction.
1.
2.
3.
4.
D.
Mark record sets with red erasable pencil. Use other colors to distinguish between
variations in separate categories of the Work.
Mark new information that is important to the Owner but was not shown on Contract
Drawings or Shop Drawings.
Note related change-order numbers where applicable.
Organize record drawing sheets into manageable sets. Bind sets with durable-paper
cover sheets; print suitable titles, dates, and other identification on the cover of each set.
Mark these documents to show substantial variations in actual Work performed in
comparison with the text of the Specifications and modifications.
Give particular attention to substitutions and selection of options and information on
concealed construction that cannot otherwise be readily discerned later by direct
observation.
Note related record drawing information and Product Data.
Upon completion of the Work, submit record Specifications to the Architect for the
Owner's records.
Record Product Data: Maintain one copy of each Product Data submittal. Note related Change
Orders and markup of record drawings and Specifications.
1.
2.
3.
Mark these documents to show significant variations in actual Work performed in
comparison with information submitted. Include variations in products delivered to the
site and from the manufacturer's installation instructions and recommendations.
Give particular attention to concealed products and portions of the Work that cannot
otherwise be readily discerned later by direct observation.
Upon completion of markup, submit complete set of record Product Data to the Architect
for the Owner's records.
E.
Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor shall
meet with the Architect and the Owner's personnel at the Project Site to determine which
Samples are to be transmitted to the Owner for record purposes. Comply with the Owner's
instructions regarding delivery to the Owner's Sample storage area.
F.
Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of
miscellaneous record keeping and submittals in connection with actual performance of the
Work.
Immediately prior to the date or dates of Substantial Completion, complete
miscellaneous records and place in good order. Identify miscellaneous records properly and
EXECUTION AND CLOSEOUT REQUIREMENTS
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bind or file, ready for continued use and reference. Submit to the Architect for the Owner's
records.
G.
Maintenance Manuals: Organize operation and maintenance data into suitable sets of
manageable size. Bind properly indexed data in individual, heavy-duty, 2-3 inch, 3-ring, vinylcovered binders, with pocket folders for folded sheet information.
Mark appropriate
identification on front and spine of each binder. Include the following types of information:
1.
Emergency instructions.
2.
Spare parts list.
3.
Copies of warranties.
4.
Wiring diagrams.
5.
Recommended "turn-around" cycles.
6.
Inspection procedures.
7.
Shop Drawings and Product Data.
8.
Fixture lamping schedule.
H.
Waivers, guarantees, certification letters, AIA documents, etc.: See checklist attachment at the
end of this section
PART 2 - PRODUCTS
2.1
MATERIALS
A.
General: Comply with requirements specified in other Sections.
B.
In-Place Materials: Use materials for patching identical to in-place materials. For exposed
surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent
possible.
1.
If identical materials are unavailable or cannot be used, use materials that, when
installed, will provide a match acceptable to Architect for the visual and functional
performance of in-place materials.
PART 3 - EXECUTION
3.1
CLOSEOUT PROCEDURES
A.
Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires
regular maintenance to meet with the Owner's personnel to provide instruction in proper
operation and maintenance. Provide instruction by manufacturer's representatives if installers
are not experienced in operation and maintenance procedures. Include a detailed review of the
following items:
1.
Maintenance manuals.
2.
Record documents.
3.
Spare parts and materials.
4.
Tools.
5.
Lubricants.
EXECUTION AND CLOSEOUT REQUIREMENTS
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6.
7.
8.
9.
10.
11.
12.
NOVEMBER 19TH, 2013
Fuels.
Identification systems.
Control sequences.
Hazards.
Cleaning.
Warranties and bonds.
Maintenance agreements and similar continuing commitments.
B.
As part of instruction for operating equipment, demonstrate the following procedures:
1.
Startup.
2.
Shutdown.
3.
Emergency operations.
4.
Noise and vibration adjustments.
5.
Safety procedures.
6.
Economy and efficiency adjustments.
7.
Effective energy utilization.
C.
Record "As-Built" Drawings
3.2
1.
Upon completion of the work, and review of the record drawings by the Architect, prepare
a final set of record drawings using reproducible mylar or vellum. Submit final set of
transparencies to Contractor and Architect.
2.
The cost of furnishing above prints and preparing these record drawings shall be included
in the contract price
FINAL CLEANING
A.
General: The General Conditions require general cleaning during construction. Regular site
cleaning is included in Division 1 Section "Facilities and Temporary Controls."
B.
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to the condition expected in a normal, commercial building cleaning and
maintenance program. Comply with manufacturer's instructions.
1.
Complete the following cleaning operations before requesting inspection for certification
of Substantial Completion.
a.
Remove labels that are not permanent labels.
b.
Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other substances that are noticeable visionobscuring materials. Replace chipped or broken glass and other damaged
transparent materials.
c.
Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition,
free of stains, films, and similar foreign substances. Restore reflective surfaces to
their original condition. Leave concrete floors broom clean. Vacuum carpeted
surfaces.
EXECUTION AND CLOSEOUT REQUIREMENTS
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d.
Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication
and other substances. Clean plumbing fixtures to a sanitary condition. Clean light
fixtures and lamps.
e.
Clean the site, including landscape development areas, of rubbish, litter, and other
foreign substances. Sweep paved areas broom clean; remove stains, spills, and
other foreign deposits. Rake grounds that are neither paved nor planted to a
smooth, even-textured surface.
C.
Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid
the Project of rodents, insects, and other pests.
D.
Removal of Protection: Remove temporary protection and facilities installed for protection of the
Work during construction.
E.
Compliance: Comply with regulations of authorities having jurisdiction and safety standards for
cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's
property. Do not discharge volatile, harmful, or dangerous materials into drainage systems.
Remove waste materials from the site and dispose of lawfully.
1.
3.3
Where extra materials of value remain after completion of associated Work, they become
the Owner's property. Dispose of these materials as directed by the Owner.
DEMONSTRATION AND TRAINING
A.
Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain
systems, subsystems, and equipment not part of a system. Include a detailed review of the
following:
1.
3.4
Include instruction for basis of system design and operational requirements, review of
documentation, emergency procedures, operations, adjustments, troubleshooting,
maintenance, and repairs.
SUBSTANTIAL COMPLETION
A.
Preliminary Procedures:
Before requesting inspection for certification of Substantial
Completion, complete the following. List exceptions in the request.
1.
In the Application for Payment that coincides with, or first follows, the date Substantial
Completion is claimed, show 100 percent completion for the portion of the Work claimed
as substantially complete.
a.
b.
c.
d.
Include supporting documentation for completion as indicated in these Contract
Documents and a statement showing an accounting of changes to the Contract
Sum.
If 100 percent completion cannot be shown, include a list of incomplete items, the
value of incomplete construction, and reasons the Work is not complete.
Advise the Owner of pending insurance changeover requirements.
Submit specific warranties, workmanship bonds, maintenance agreements, final
certifications, and similar documents.
EXECUTION AND CLOSEOUT REQUIREMENTS
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e.
f.
g.
h.
i.
j.
k.
B.
Obtain and submit releases enabling the Owner unrestricted use of the Work and
access to services and utilities. Include occupancy permits, operating certificates,
and similar releases.
Submit record drawings, maintenance manuals, final project photographs, damage
or settlement surveys, property surveys, and similar final record information.
Deliver tools, spare parts, extra stock, and similar items.
Make final changeover of permanent locks and transmit keys to the Owner.
Advise the Owner's personnel of changeover in security provisions.
Complete startup testing of systems and instruction of the Owner's operation and
maintenance personnel. Discontinue and remove temporary facilities from the site,
along with mockups, construction tools, and similar elements.
Complete final cleanup requirements, including touchup painting.
Touch up and otherwise repair and restore marred, exposed finishes.
Inspection Procedures: On receipt of a request for inspection, the Architect will either proceed
with inspection or advise the Contractor of unfilled requirements. The Architect will prepare the
Certificate of Substantial Completion following inspection or advise the Contractor of
construction that must be completed or corrected before the certificate will be issued.
1.
2.
3.5
NOVEMBER 19TH, 2013
The Architect will repeat inspection when requested and assured that the Work is
substantially complete.
Results of the completed inspection will form the basis of requirements for final
acceptance
FINAL ACCEPTANCE
A.
Preliminary Procedures: Before requesting final inspection for certification of final acceptance
and final payment, complete the following. List exceptions in the request.
1.
2.
3.
4.
5.
6.
7.
B.
Submit the final payment request with releases and supporting documentation not
previously submitted and accepted. Include insurance certificates for products and
completed operations where required.
Submit an updated final statement, accounting for final additional changes to the Contract
Sum.
Submit a certified copy of the Architect's final inspection list of items to be completed or
corrected, endorsed and dated by the Architect. The certified copy of the list shall state
that each item has been completed or otherwise resolved for acceptance and shall be
endorsed and dated by the Architect.
Submit final meter readings for utilities, a measured record of stored fuel, and similar data
as of the date of Substantial Completion or when the Owner took possession of and
assumed responsibility for corresponding elements of the Work.
Submit consent of surety to final payment.
Submit a final liquidated damages settlement statement.
Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
Re-inspection Procedure: The Architect will re-inspect the Work upon receipt of notice that the
Work, including inspection list items from earlier inspections, has been completed, except for
items whose completion is delayed under circumstances acceptable to the Architect.
1.
Upon completion of re-inspection, the Architect will prepare a certificate of final
acceptance. If the Work is incomplete, the Architect will advise the Contractor of Work
that is incomplete or of obligations that have not been fulfilled but are required for final
acceptance.
EXECUTION AND CLOSEOUT REQUIREMENTS
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2.
3.6
NOVEMBER 19TH, 2013
If necessary, re-inspection will be repeated, but may be chargeable to the Owner and
back-chargeable to the Contractor in conditions within his control.
RECORD DOCUMENT SUBMITTALS
A.
General: Do not use record documents for construction purposes. Protect record documents
from deterioration and loss in a secure, fire-resistant location. Provide access to record
documents for the Architect's reference during normal working hours.
B.
Record Drawings: Maintain a clean, undamaged set of blue or black line white-prints of
Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the
installation varies substantially from the Work as originally shown. Mark which drawing is most
capable of showing conditions fully and accurately. Where Shop Drawings are used, record a
cross-reference at the corresponding location on the Contract Drawings. Give particular
attention to concealed elements that would be difficult to measure and record at a later date.
1.
2.
3.
4.
C.
Record Specifications: Maintain one complete copy of the Project Manual, including addenda.
Include with the Project Manual one copy of other written construction documents, such as
Change Orders and modifications issued in printed form during construction.
1.
2.
3.
4.
D.
Mark these documents to show substantial variations in actual Work performed in
comparison with the text of the Specifications and modifications.
Give particular attention to substitutions and selection of options and information on
concealed construction that cannot otherwise be readily discerned later by direct
observation.
Note related record drawing information and Product Data.
Upon completion of the Work, submit record Specifications to the Architect for the
Owner's records.
Record Product Data: Maintain one copy of each Product Data submittal. Note related Change
Orders and markup of record drawings and Specifications.
1.
2.
3.
E.
Mark record sets with red erasable pencil. Use other colors to distinguish between
variations in separate categories of the Work.
Mark new information that is important to the Owner but was not shown on Contract
Drawings or Shop Drawings.
Note related change-order numbers where applicable.
Organize record drawing sheets into manageable sets. Bind sets with durable-paper
cover sheets; print suitable titles, dates, and other identification on the cover of each set.
Mark these documents to show significant variations in actual Work performed in
comparison with information submitted. Include variations in products delivered to the
site and from the manufacturer's installation instructions and recommendations.
Give particular attention to concealed products and portions of the Work that cannot
otherwise be readily discerned later by direct observation.
Upon completion of markup, submit complete set of record Product Data to the Architect
for the Owner's records.
Record Sample Submitted: Immediately prior to Substantial Completion, the Contractor shall
meet with the Architect and the Owner's personnel at the Project Site to determine which
Samples are to be transmitted to the Owner for record purposes. Comply with the Owner's
instructions regarding delivery to the Owner's Sample storage area.
EXECUTION AND CLOSEOUT REQUIREMENTS
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F.
Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of
miscellaneous record keeping and submittals in connection with actual performance of the
Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous
records and place in good order. Identify miscellaneous records properly and bind or file, ready
for continued use and reference. Submit to the Architect for the Owner's records.
G.
Maintenance Manuals: Organize operation and maintenance data into suitable sets of
manageable size. Bind properly indexed data in individual, heavy-duty, 2-3 inch, 3-ring, vinylcovered binders, with pocket folders for folded sheet information.
Mark appropriate
identification on front and spine of each binder. Include the following types of information:
1.
Emergency instructions.
2.
Spare parts list.
3.
Copies of warranties.
4.
Wiring diagrams.
5.
Recommended “turn-around” cycles.
6.
Inspection procedures.
7.
Shop Drawings and Product Data.
8.
Fixture lamping schedule.
H.
Waivers, guarantees, certification letters, AIA documents, etc.: See checklist attachment at the
end of this section.
3.7
CLOSEOUT CHECKLIST
A.
See attached checklist for required wage & supplements, lien release, guarantee / warranties,
etc.
END OF SECTION 01 7700
EXECUTION AND CLOSEOUT REQUIREMENTS
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SECTION 01 7701 –CHECKLIST FOR PROJECT CLOSEOUT AND PROCESSING OF FINAL
PAYMENT
PART 1 - GENERAL
1.1
Final payment will not be processed until all items indicated are received in accordance with
Section 017700 - EXECUTION AND CLOSEOUT REQUIREMENTS.
1.2
CLOSEOUT SUBMITTALS:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
1.3
[ ] Wage & Supplements Verification Form.
[ ] Three (3) bound, hard cover, 3-ring binder brochures of Operation and Maintenance.
Manuals for all equipment installed on the project:
[ ] Typed or printed instructions covering the care and operations of equipment and
systems furnished and installed.
[ ] Manufacturers instruction books, diagrams, spare parts lists covering all equipment.
[ ] Instruction of Owner’s Representative in care and maintenance of new equipment.
[ ] All approved shop drawings.
[ ] Certificates of compliance and inspection.
[ ] Spare parts and Maintenance Materials.
[ ] Evidence of compliance with requirements of governing authorities (Certificates of
Inspection B Electrical).
[ ] Certificates of insurance for products and completed operations.
[ ] Notarized statement that only non-asbestos materials were installed on this project.
[ ] Fully executed certificate of substantial completion: AIA G704.
[ ] Contractor’s written one-year warranty and extended warranties (if any required).
[ ] Project Record Documents: Section 01 7839.
[ ] As-Built Drawings.
EVIDENCE OF PAYMENT AND RELEASE OF LIENS:
1.
2.
3.
4.
5.
[ ] Contractor’s Affidavit of Payment of Debts and Claims: AIA G706.
[ ] Contractor’s Affidavit of Release of Liens - AIA G706A with:
[ ] Separate written releases of waivers and liens for subcontractors, suppliers, and
others with lien rights against the property of owner, together with a list of those parties.
[ ] Contractor’s written release or waiver of lien upon payment to the Contractor
pursuant to Connecticut State lien law.
[ ] Consent of Surety to Final Payment: AIA G707.
END OF SECTION 01 7701
CHECKLIST FOR PROJECT CLOSEOUT AND PROCESSING OF FINAL
PAYMENT
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SECTION 01 7823 – OPERATION AND MAINTENANCE DATA
1.1
SUMMARY
A.
1.2
Operation and Maintenance Manuals.
PRODUCTS
A.
Format:
1.
2.
PDF electronic files with composite electronic index on digital media acceptable to
Architect. Include a complete electronically linked operation and maintenance directory.
Heavy-duty, three-ring, vinyl-covered, loose-leaf binders, 3 COMPLETE set(s) of copies.
B.
Emergency Manuals:
procedures.
Types of emergencies, emergency instructions, and emergency
C.
Operation Manuals: System, subsystem, and equipment descriptions, operating procedures,
wiring diagrams, control diagrams and sequence of operation, and piped system diagrams.
D.
Product Maintenance Manuals:
Source information, product information, maintenance
procedures, repair materials and sources, and warranties and bonds.
E.
Systems and Equipment Maintenance Manuals:
Source information, manufacturers'
maintenance documentation, maintenance procedures, maintenance and service schedules,
spare parts list and source information, maintenance service contracts, and warranties and
bonds.
END OF SECTION 01 7823
OPERATION AND MAINTENANCE DATA
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 01 7839 – PROJECT RECORD DOCUMENTS
1.1
PRODUCTS
A.
Record Drawings:
1.
PDF electronic files of scanned record prints and three set(s) of prints.
B.
Record Specifications: One paper copy and Annotated PDF electronic files.
C.
Record Product Data: One paper copy and Annotated PDF electronic files and directories.
D.
Miscellaneous Record Submittals: One paper copy and Annotated PDF electronic files and
directories.
1.2
PRODUCTS
A.
Record Prints: One set of paper copies of Contract Documents and Shop Drawings, marked to
show actual installation.
B.
Record Digital Data Files: Corrected digital data files of the Contract Drawings, as follows:
1.
2.
Format: Same as the original Contract Drawings.
Format: Annotated PDF electronic file.
END OF SECTION 01 7839
PROJECT RECORD DOCUMENTS
01 7839 - 1 of 1
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 02 4119 – SELECTIVE STRUCTURE DEMOLITION
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes the following:
1.
2.
3.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
2.
3.
4.
5.
C.
1.3
Demolition and removal of selected portions of a building.
Demolition and removal of selected site elements.
Patching and repairs.
Division 1 Section "Summary of Work" for use of the building and phasing requirements.
Division 1 Section "Cutting and Patching" for additional cutting and patching procedures
for selective demolition operations.
Division 1 Section "Facilities and Temporary Controls" for temporary utilities, temporary
construction and support facilities, temporary security and protection facilities, and
environmental protection measures for selective demolition operations.
Division 1 Section "Execution and Closeout Requirements" for record document
requirements.
Division 6 Section "Rough Carpentry" for material and construction requirements for
temporary enclosures.
Contractor is responsible for all selective demolition of work specifically affecting their work.
DEFINITIONS
A.
Remove: Remove and legally dispose of items except those indicated to be reinstalled,
salvaged, or to remain the Owner's property.
B.
Remove and Salvage: Items indicated to be removed and salvaged remain the Owner's
property. Remove, clean, and pack or crate items to protect against damage. Identify contents
of containers and deliver to Owner's designated storage area. Equipment to be salvaged for
reinstallation shall be inspected by the Owner’s representative prior to removal and conditions
of said items will be recorded by the owner’s representative.
C.
Remove and Reinstall: Remove items indicated; clean, service, and otherwise prepare them for
reuse; store and protect against damage. Reinstall items in the same locations or in locations
indicated.
D.
Existing to Remain: Protect construction indicated to remain against damage and soiling during
selective demolition. When permitted by the Architect, items may be removed to a suitable,
protected storage location during selective demolition and then cleaned and reinstalled in their
original locations.
SELECTIVE STRUCTURE DEMOLITION
02 4119 - 1 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.4
NOVEMBER 19TH, 2013
MATERIALS OWNERSHIP
A.
1.5
Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise
indicated to remain the Owner's property, demolished materials shall become the Contractor's
property and shall be removed from the site with further disposition at the Contractor's option.
SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections, for information only, unless otherwise indicated.
B.
Proposed dust-control measures.
C.
Proposed noise-control measures.
D.
Schedule of selective demolition activities indicating the following:
1.
2.
3.
4.
5.
6.
7.
8.
Detailed sequence of selective demolition and removal work, with starting and ending
dates for each activity.
Interruption of utility services.
Coordination for shutoff, capping, and continuation of utility services.
Use of elevator and stairs.
Detailed sequence of selective demolition and removal work to ensure uninterrupted
progress of Owner's on-site operations.
Coordination of Owner's continuing occupancy of portions of existing building and of
Owner's partial occupancy of completed Work.
Locations of temporary partitions and means of egress.
Coordination with demolition procedures or work of other contractors
E.
Inventory of items to be removed and salvaged.
F.
Inventory of items to be removed by Owner.
G.
Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction
and site improvements that might be misconstrued as damage caused by selective demolition
operations. Contractor assumes complete liability for all undocumented conditions.
H.
Record drawings at Project closeout according to Division 1 Section "Contract Closeout." Final
payment will not be approved until all closeout documentation is properly prepared and
submitted to the Owner and Architect.
1.
Identify and accurately locate capped utilities and other subsurface structural, electrical,
or mechanical conditions.
I.
Landfill records indicating receipt and acceptance of hazardous wastes by a landfill facility
licensed to accept hazardous wastes.
J.
Drawings and calculations showing temporary needle beams and shoring. Calculations and
drawings shall be prepared and sealed by a Professional Engineer registered in New York
State. Each contractor is responsible for their work.
SELECTIVE STRUCTURE DEMOLITION
02 4119 - 2 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 06 1000 – ROUGH CARPENTRY
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes the following:
1.
2.
B.
1.3
Framing with dimension lumber.
Miscellaneous wood furring, grounds, nailers, and blocking.
Related Sections: The following Sections contain requirements that relate to this Section
DEFINITIONS
A.
Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless
otherwise specified.
B.
Exposed Framing: Dimension lumber not concealed by other construction and indicated to
receive a stained or natural finish.
1.4
SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections.
B.
Product Data for the following products:
1.
Metal framing anchors (if used).
2.
Construction adhesives.
C.
Material certificates for dimension lumber specified to comply with minimum allowable unit
stresses. Indicate species and grade selected for each use and design values approved by the
American Lumber Standards Committee's (ALSC) Board of Review.
D.
Wood treatment data as follows, including chemical treatment manufacturer's instructions for
handling, storing, installing, and finishing treated materials:
1.
For each type of preservative-treated wood product, include certification by treating plant
stating type of preservative solution and pressure process used, net amount of
preservative retained, and compliance with applicable standards.
2.
For waterborne-treated products, include statement that moisture content of treated
materials was reduced to levels indicated before shipment to Project site.
3.
For fire-retardant-treated wood products, include certification by treating plant that treated
materials comply with specified standard and other requirements as well as data relative
to bending strength, stiffness, and fastener-holding capacities of treated materials.
E.
Material test reports from a qualified independent testing agency indicating and interpreting test
results relative to compliance of fire-retardant-treated wood products with requirements
indicated.
ROUGH CARPENTRY
06 1000 - 1 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
F.
Warranty of chemical treatment manufacturer for each type of treatment.
G.
Research or evaluation reports of the model code organization acceptable to authorities having
jurisdiction that evidence the following products' compliance with building code in effect for
Project.
1.
Metal framing anchors (if any).
2.
Power-driven fasteners.
3.
Fire-retardant-treated wood (if any).
1.5
QUALITY ASSURANCE
A.
1.6
A. Single-Source Responsibility for Fire-Retardant-Treated Wood (if any): Obtain each type of
fire-retardant-treated wood product from one source and by a single producer.
DELIVERY, STORAGE, AND HANDLING
A.
Keep materials under cover and dry. Protect from weather and contact with damp or wet
surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and
around stacks and under temporary coverings.
1.
For lumber and plywood pressure treated with waterborne chemicals, place spacers
between each bundle to provide air circulation.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
2.2
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1.
Wood-Preservative-Treated Materials:
a.
Baxter: J. H. Baxter Co.
b.
Chemical Specialties, Inc.
c.
Continental Wood Preservers, Inc.
d.
Hickson Corp.
e.
Hoover Treated Wood Products, Inc.
f.
Osmose Wood Preserving, Inc.
2.
Fire-Retardant-Treated Materials, Interior Type A:
a.
Baxter: J. H. Baxter Co.
b.
Chemical Specialties, Inc.
c.
Continental Wood Preservers, Inc.
d.
Hickson Corp.
e.
Hoover Treated Wood Products, Inc.
3.
Laminated-Veneer Lumber:
a.
Alpine Structures.
b.
Boise Cascade Corp.
c.
Georgia-Pacific Corp.
d.
Louisiana-Pacific Corp.
e.
Trus Joist MacMillan.
f.
Willamette Industries, Inc.
LUMBER, GENERAL
A.
Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with
applicable grading rules of inspection agencies certified by ALSC's Board of Review.
ROUGH CARPENTRY
06 1000 - 2 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
B.
Inspection Agencies: Inspection agencies, and the abbreviations used to reference them,
include the following:
1.
NELMA - Northeastern Lumber Manufacturers Association.
2.
SPIB - Southern Pine Inspection Bureau.
3.
WCLIB - West Coast Lumber Inspection Bureau.
4.
WWPA - Western Wood Products Association.
C.
Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection
agency evidencing compliance with grading rule requirements and identifying grading agency,
grade, species, moisture content at time of surfacing, and mill.
1.
For exposed lumber, furnish pieces with grade stamps applied to ends or back of each
piece, or omit grade stamps and provide grade-compliance certificates issued by
inspection agency.
D.
Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture
content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry
lumber.
1.
Provide dressed lumber, S4S, unless otherwise indicated.
2.
Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2inch nominal thickness or less, unless otherwise indicated.
2.3
WOOD-PRESERVATIVE-TREATED MATERIALS
A.
General: Where lumber or plywood is indicated as preservative treated or is specified to be
treated, comply with applicable requirements of AWPA C2 (lumber) and AWPA C9 (plywood).
Mark each treated item with the Quality Mark Requirements of an inspection agency approved
by ALSC's Board of Review.
1.
Do not use chemicals containing chromium or arsenic.
B.
Pressure treat aboveground items with waterborne preservatives to a minimum retention of 0.25
lb/cu. ft. After treatment, kiln-dry lumber and plywood to a maximum moisture content of 19 and
15 percent, respectively. Treat indicated items and the following:
1.
Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar
members in connection with roofing, flashing, vapor barriers, and waterproofing.
2.
Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in
contact with masonry or concrete.
3.
Wood framing members less than 18 inches above grade.
4.
Wood floor plates installed over concrete slabs directly in contact with earth.
C.
Complete fabrication of treated items before treatment, where possible. If cut after treatment,
apply field treatment complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or
plywood after drying and discard damaged or defective pieces.
2.4
FIRE-RETARDANT-TREATED MATERIALS
A.
General: Where fire-retardant-treated wood is indicated, comply with applicable requirements
of AWPA C20 (lumber) and AWPA C27 (plywood). Identify fire-retardant-treated wood with
appropriate classification marking of UL; U.S. Testing; Timber Products Inspection, Inc.; or
another testing and inspecting agency acceptable to authorities having jurisdiction.
1.
Research or Evaluation Reports: Provide fire-retardant-treated wood acceptable to
authorities having jurisdiction and for which a current model code research or evaluation
report exists that evidences compliance of fire-retardant-treated wood for application
indicated.
ROUGH CARPENTRY
06 1000 - 3 of 7
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
B.
Interior Type A: For interior locations, use chemical formulation that produces treated lumber
and plywood with the following properties under conditions present after installation:
1.
Bending strength, stiffness, and fastener-holding capacities are not reduced below values
published by manufacturer of chemical formulation under elevated temperature and
humidity conditions simulating installed conditions when tested by a qualified
independent testing agency.
2.
No form of degradation occurs due to acid hydrolysis or other causes related to
treatment.
3.
Contact with treated wood does not promote corrosion of metal fasteners.
C.
Inspect each piece of treated lumber or plywood after drying and discard damaged or defective
pieces.
2.5
DIMENSION LUMBER
A.
General: Provide dimension lumber of grades indicated according to the ALSC National
Grading Rule (NGR) provisions of the inspection agency indicated.
B.
Provide framing of the following grade and species:
1.
For structural vertical framing (2 to 4 inches thick, 2 to 4 inches wide):
a.
Hem Fir No. 2 or better
2.
For structural horizontal framing (2 to 4 inches thick, 5 inches and wider):
a.
Southern yellow pine #2 Grade, 1400 psi bending stress.
2.6
MISCELLANEOUS LUMBER
A.
General: Provide lumber for support or attachment of other construction, including rooftop
equipment curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds,
stripping, and similar members.
B.
Fabricate miscellaneous lumber from dimension lumber of sizes indicated and into shapes
shown.
C.
Moisture Content: 19 percent maximum for lumber items not specified to receive wood
preservative treatment.
D.
Grade: For dimension lumber sizes, provide No. 3 or Standard grade lumber per ALSC's NGRs
of any species. For board-size lumber, provide No. 3 Common grade per NELMA, NLGA, or
WWPA; No. 2 grade per SPIB; or Standard grade per NLGA, WCLIB or WWPA of any species.
2.7
FASTENERS
A.
General: Provide fasteners of size and type indicated that comply with requirements specified
in this Article for material and manufacture.
1.
Where rough carpentry is exposed to weather, in ground contact, or in area of high
relative humidity, provide fasteners with a hot-dip zinc coating per ASTM A 153 or of
Type 304 stainless steel.
B.
Nails, Wire, Brads, and Staples: FS FF-N-105.
C.
Power-Driven Fasteners: CABO NER-272.
D.
Wood Screws: ASME B18.6.1.
ROUGH CARPENTRY
06 1000 - 4 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
E.
Lag Bolts: ASME B18.2.1.
F.
Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where
indicated, flat washers.
2.8
MISCELLANEOUS MATERIALS
A.
2.9
Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01 that is
approved for use with type of construction panel indicated by both adhesive and panel
manufacturers.
PRESERVATIVE WOOD TREATMENT BY PRESSURE PROCESS:
A.
General: Where lumber or plywood is indicated as treated or preservative-treated wood or is
specified herein to be treated, comply with applicable requirements of AWPA Standards C2
(Lumber) and C9 (Plywood). Mark each treated item with the AWPB or SPIB Quality Mark
Requirements.
B.
Pressure-treat above-ground items with water-borne preservatives to a minimum retention of
0.25 pcf. For interior uses, after treatment, kiln-dry lumber and plywood to a maximum moisture
content, respectively, of 19 percent and 15 percent. Treat indicated items and the following:
1.
Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar
members in connection with roofing, flashing and vapor barriers.
2.
Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in
contact with concrete.
3.
Wood framing members less than 18 inches above grade.
4.
Wood floor plates installed over concrete slabs directly in contact with earth.
C.
Pressure-treat wood members in contact with the ground or fresh water with water-borne
preservatives to a minimum retention of 0.40 pcf.
D.
Complete fabrication of treated items prior to treatment, where possible. If cut after treatment,
coat cut surfaces to comply with AWPA M4. Inspect each piece of lumber or plywood after
drying and discard damaged or defective pieces.
PART 3 - PRODUCTS
3.1
INSTALLATION, GENERAL
A.
Discard units of material with defects that impair quality of rough carpentry and that are too
small to use with minimum number of joints or optimum joint arrangement.
B.
Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted.
C.
Fit rough carpentry to other construction; scribe and cope as required for accurate fit. Correlate
location of furring, nailers, blocking, grounds, and similar supports to allow attachment of other
construction.
D.
Apply field treatment complying with AWPA M4 to cut surfaces of preservative-treated lumber
and plywood.
ROUGH CARPENTRY
06 1000 - 5 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
E.
Securely attach rough carpentry work to substrate by anchoring and fastening as indicated,
complying with the following:
1.
CABO NER-272 for power-driven staples, P-nails, and allied fasteners.
2.
Published requirements of metal framing anchor manufacturer.
3.
"Recommended Nailing Schedule" of referenced framing standard and with AFPA's
"National Design Specifications for Wood Construction."
4.
"Table 2305.2--Fastening Schedule" of the BOCA National Building Code.
F.
Use common wire nails, unless otherwise indicated. Use finishing nails for finish work. Select
fasteners of size that will not fully penetrate members where opposite side will be exposed to
view or will receive finish materials. Make tight connections between members. Install
fasteners without splitting wood; predrill as required.
G.
Use hot-dip galvanized or stainless-steel nails where rough carpentry is exposed to weather, in
ground contact, or in area of high relative humidity.
H.
Countersink nail heads on exposed carpentry work and fill holes with wood filler.
3.2
WOOD GROUNDS, NAILERS, BLOCKING, AND SLEEPERS
A.
Install wood grounds, nailers, blocking, and sleepers where shown and where required for
screeding or attaching other work. Form to shapes shown and cut as required for true line and
level of attached work. Coordinate locations with other work involved.
B.
Attach to substrates to support applied loading. Recess bolts and nuts flush with surfaces,
unless otherwise indicated. Build into masonry during installation of masonry work. Where
possible, anchor to formwork before concrete placement.
3.3
INSTALLATION
A.
General: Install gypsum sheathing to comply with GA-253 and manufacturer’s written
instructions.
B.
Cut boards at penetrations, edges and other obstructions of the work; fit tightly against abutting
construction, except provide a d-inch (9 mm) setback where non-load-bearing construction
abuts structural elements.
C.
Coordinate sheathing installation with flashing and joint sealant installation so these materials
are installed in the sequence and manner that prevent exterior moisture from passing through
completed exterior wall assembly.
D.
Apply fasteners so screw heads bear tightly against face of sheathing boards but do not cut into
facing.
E.
Do not bridge building expansion joints with sheathing; cut and space edges to match spacing
of structural support elements.
3.4
PROTECTION
A.
Protect paper-surfaced gypsum sheathing and sheathing tape that will be exposed to weather
for more than 30days by covering exposed exterior surface of sheathing with a securely
fastened air-infiltration barrier. Apply covering immediately after sheathing is installed.
ROUGH CARPENTRY
06 1000 - 6 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
3.5
NOVEMBER 19TH, 2013
SECTION REQUIREMENTS
A.
Submittals: ICC-ES evaluation reports for [wood-preservative treated wood] [fire-retardant
treated wood] [engineered wood products] [and] [metal framing anchors].
END OF SECTION 06 1000
ROUGH CARPENTRY
06 1000 - 7 of 7
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 07 4700 – ALUMINUM SOFFIT PANELS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes the following:
1.
B.
1.3
The extent of aluminum soffit panels depicted on the drawings.
Related Sections: The following Sections contain requirements that relate to this Section
1.
Section 07 9200 – Joint Protection
2.
Section 08 4523 – Insulated Fiberglass Wall System
DEFINITIONS
A.
1.4
Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless
otherwise specified.
SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections.
B.
Product Data for the following products:
1.
Metal framing anchors (if used).
2.
Construction adhesives.
C.
Selection Samples: Submit color chips of manufacturer’s full range of colors for Architects
selection.
1.5
QUALITY ASSURANCE
A.
Regulatory Requirements: Provide products that comply with the following:
1.
1.6
International Conference of Building Officials (ICBO) Report No. 1478.
DELIVERY, STORAGE, AND HANDLING
A.
Deliver products to project site in original packaging.
1.
Store products in original packaging, on flat surface under cover, stacked no more than
12 boxes high.
ALUMINUM SOFFIT PANELS
07 4700 - 1 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
2.2
Basis of Design: PAC – 850 Full Vent as manufactured by: Petersen Aluminum Corporation,
1005 Tonne Road, Elk Grove Village, IL 60007
ALUMINUM SOFFIT PANELS
A.
Aluminum Soffit Panels:
1.
2.3
Style: 12” o.c. Soffit Flush Panels full vented
a.
Thickness: Nominal 0.04”; aluminum alloy 3105-H14
b.
Interlocking edges and elongated nailing hems
2.
Finish: Match existing finish to rest of building.
3.
Color: Match existing color to rest of building.
ACCESSORIES
A.
General: Flashing and Trim Aluminum of same thickness, finish, and color as soffit.
1.
Provide ‘J’ channel color to match soffit
2.
Fascia to soffit flashing PA-305.
PART 3 - PRODUCTS
3.1
EXAMINATION
A.
Examine substrate conditions before beginning installation of soffit products; verify dimensions
and acceptability of substrate.
1.
3.2
Do not proceed with installation until unacceptable conditions have been corrected.
INSTALLATION
A.
3.3
In accordance with manufacturers printed and written instructions.
1.
Attach panels to substrate interlocked and lapped for weathertight installation, fasteners
concealed.
2.
Paint or otherwise protect dissimilar metals in contact.
3.
Installation of joint sealers is specified in 07 9200.
CLEANING
A.
Clean dirt from surface of installed products, using mild soap and water.
1.
After completing the installation, remove from project site excess materials and debris
resulting from installation.
END OF SECTION 07 4700
ALUMINUM SOFFIT PANELS
07 4700 - 2 of 2
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1
A.
1.2
A.
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
The Work of this Section consists of the provision of all plant, labor, materials, equipment,
testing and services necessary to complete the work for sheet metal flashings, trims and roof
specialties as shown on the schedules, keynotes, drawings, as specified herein, and as may be
required by conditions and authorities having jurisdiction, including, but not limited to, the
following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
B.
Related Requirements:
1.
2.
3.
4.
5.
1.3
Manufactured through-wall flashing with counterflashing.
Manufactured reglets with counterflashing.
Formed roof-drainage sheet metal fabrications.
Formed low-slope roof sheet metal fabrications
Entry Canopy Roof Sheet Metal Fabrications.
Formed wall sheet metal fabrications.
Formed copings and roof edge flashing.
Reglets and counterflashing.
Formed equipment support flashing.
Formed overhead-piping safety pans.
Section 061000 "Rough Carpentry" for wood nailers, curbs, and blocking.
Section 075216 "Styrene-Butadiene-Styrene (SBS) Modified Bituminous Membrane
Roofing” for materials and installation of sheet metal flashing and trim integral with
roofing
Section 077200 "Roof Accessories" for set-on-type curbs, equipment supports, roof
hatches, vents, and other manufactured roof accessory units
Section 079200 “Joint Sealants” for field-applied sealants between roof specialties and
adjacent materials.
Section 221006 “Plumbing Piping Specialties” for roof drains.
COORDINATION
A.
Coordinate sheet metal flashing and trim layout and seams with sizes and locations of
penetrations to be flashed, and joints and seams in adjacent materials.
B.
Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials,
joints, and seams to provide leakproof, secure, and noncorrosive installation.
SHEET METAL FLASHING AND TRIM
07 62 00 - 1 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.4
NOVEMBER 19TH, 2013
PRE-INSTALLATION MEETINGS
A.
Pre-installation Conference: Conduct conference at Project site.
1.
2.
3.
4.
1.5
A.
ACTION SUBMITTALS
Product Data: For each type of product.
1.
B.
Include construction details, material descriptions, dimensions of individual components
and profiles, and finishes for each manufactured product and accessory.
LEED Submittals:
1.
2.
C.
Review construction schedule. Verify availability of materials, Installer's personnel,
equipment, and facilities needed to make progress and avoid delays.
Review special roof details, roof drainage, roof-penetration flashing, equipment curbs,
and condition of other construction that affect sheet metal flashing and trim.
Review requirements for insurance and certificates if applicable.
Review sheet metal flashing observation and repair procedures after flashing installation.
Product Data for Credit MR 4: For products having recycled content, documentation
indicating percentages by weight of postconsumer and preconsumer recycled content.
Include statement indicating cost for each product having recycled content.
Credit MR 5: Product data for regional materials indicating location and distance from
Project of material manufacturer and point of extraction, harvest, or recovery for each raw
material. Include statement indicating unit cost and total cost for each regional material
and the fraction by weight that is considered regional.
Shop Drawings: For sheet metal flashing and trim.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Include plans, elevations, sections, and attachment details.
Detail fabrication and installation layouts, expansion-joint locations, and keyed details.
Distinguish between shop- and field-assembled work.
Include identification of material, thickness, weight, and finish for each item and location
in Project.
Include details for forming, including profiles, shapes, seams, and dimensions.
Include details for joining, supporting, and securing, including layout and spacing of
fasteners, cleats, clips, and other attachments. Include pattern of seams.
Include details of termination points and assemblies.
Include details of expansion joints and expansion-joint covers, including showing
direction of expansion and contraction from fixed points.
Include details of roof-penetration flashing.
Include details of edge conditions, including eaves, ridges, valleys, rakes, crickets, and
counterflashings as applicable.
Include details of special conditions.
Include details of connections to adjoining work.
Detail formed flashing and trim at scale of not less than 1-1/2 inches per 12 inches (1:10).
D.
Samples for Initial Selection:
factory-applied finishes.
E.
Samples for Verification: For each type of exposed finish.
SHEET METAL FLASHING AND TRIM
For each type of sheet metal and accessory indicated with
07 62 00 - 2 of 10
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KSQ ARCHITECTS PROJECT NO. 1317908.00
1.
2.
3.
4.
1.6
NOVEMBER 19TH, 2013
Sheet Metal Flashing: 12 inches (300 mm) long by actual width of unit, including finished
seam and in required profile. Include fasteners, cleats, clips, closures, and other
attachments.
Trim, Metal Closures, Expansion Joints, Joint Intersections, and Miscellaneous
Fabrications: 12 inches (300 mm) long and in required profile. Include fasteners and
other exposed accessories.
Unit-Type Accessories and Miscellaneous Materials: Full-size Sample.
Anodized Aluminum Samples: Samples to show full range to be expected for each color
required.
INFORMATIONAL SUBMITTALS
A.
Qualification Data: For fabricator.
B.
Product Certificates: For each type of coping and roof edge flashing that is SPRI ES-1 tested
and FM Approvals approved.
C.
Product Test Reports: For each product, for tests performed by a qualified testing agency.
D.
Sample Warranty: For special warranty.
1.7
A.
1.8
A.
CLOSEOUT SUBMITTALS
Maintenance Data: For sheet metal flashing and trim, and its accessories, to include in
maintenance manuals.
QUALITY ASSURANCE
Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing
and trim similar to that required for this Project and whose products have a record of successful
in-service performance.
1.
B.
For copings and roof edge flashings that are SPRI ES-1 tested and FM Approvals
approved, shop shall be listed as able to fabricate required details as tested and
approved.
Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate
aesthetic effects, and to set quality standards for fabrication and installation.
1.
2.
3.
Build mockup of typical roof edge, eave, including built-in gutter, fascia, fascia trim
approximately 10 feet (3.0 m) long, including supporting construction cleats, seams,
attachments, underlayment, and accessories.
Approval of mockups does not constitute approval of deviations from the Contract
Documents contained in mockups unless Architect specifically approves such deviations
in writing.
Subject to compliance with requirements, approved mockups may become part of the
completed Work if undisturbed at time of Substantial Completion.
SHEET METAL FLASHING AND TRIM
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KSQ ARCHITECTS PROJECT NO. 1317908.00
1.9
NOVEMBER 19TH, 2013
DELIVERY, STORAGE, AND HANDLING
A.
Do not store sheet metal flashing and trim materials in contact with other materials that might
cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials
away from uncured concrete and masonry.
B.
Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight
and high humidity, except to extent necessary for period of sheet metal flashing and trim
installation.
1.10
A.
WARRANTY
Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal
flashing and trim that shows evidence of deterioration of factory-applied finishes within specified
warranty period.
1.
Exposed Panel Finish: Deterioration includes, but is not limited to, the following:
a.
b.
c.
2.
Color fading more than 5 Hunter units when tested according to ASTM D 2244.
Chalking in excess of a No. 8 rating when tested according to ASTM D 4214.
Cracking, checking, peeling, or failure of paint to adhere to bare metal.
Finish Warranty Period: 20 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
PERFORMANCE REQUIREMENTS
A.
General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural
movement, thermally induced movement, and exposure to weather without failure due to
defective manufacture, fabrication, installation, or other defects in construction. Completed
sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight.
B.
Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing
Manuals” and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and
profiles shown unless more stringent requirements are indicated.
C.
FM Approvals Listing: Manufacture and install copings, roof edge flashings that are listed in FM
Approvals' "RoofNav" and approved for windstorm classifications per wind classification, per
jurisdiction. Identify materials with name of fabricator and design approved by FM Approvals.
D.
SPRI Wind Design Standard: Manufacture and install copings and roof edge flashings tested
according to SPRI ES-1 and capable of resisting the following design pressure:
1.
Design Pressure: As indicated on Drawings.
E.
Recycled Content of Steel-Sheet Flashing and Trim: Postconsumer recycled content plus onehalf of preconsumer recycled content not less than 25 percent.
F.
Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes to prevent buckling, opening of joints, overstressing of components, failure of joint
SHEET METAL FLASHING AND TRIM
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KSQ ARCHITECTS PROJECT NO. 1317908.00
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sealants, failure of connections, and other detrimental effects. Base calculations on surface
temperatures of materials due to both solar heat gain and nighttime-sky heat loss.
1.
2.2
Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
SHEET METAL
A.
General: Protect mechanical and other finishes on exposed surfaces from damage by applying
strippable, temporary protective film before shipping.
B.
Metallic-Coated Steel Sheet: Provide zinc-coated (galvanized) steel sheet according to
ASTM A 653/A 653M, G90 (Z275) coating designation coating designation, Grade 40
(Grade 275); prepainted by coil-coating process to comply with ASTM A 755/A 755M.
1.
2.
Surface: Smooth, flat.
Exposed Coil-Coated Finish:
a.
3.
4.
2.3
Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less
than 70 percent PVDF resin by weight in both color coat and clear topcoat.
Prepare, pretreat, and apply coating to exposed metal surfaces to comply with
coating and resin manufacturers' written instructions.
Color: As selected by Architect from manufacturer's full range.
Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or
polyester backer finish, consisting of prime coat and wash coat with minimum total dry
film thickness of 0.5 mil (0.013 mm).
UNDERLAYMENT
A.
Felt: ASTM D 226/D 226M, Type II (No. 30), asphalt-saturated organic felt; nonperforated.
B.
Slip Sheet: Rosin-sized building paper, 3 lb/100 sq. ft. (0.16 kg/sq. m) minimum.
2.4
MISCELLANEOUS MATERIALS
A.
General: Provide materials and types of fasteners, solder, protective coatings, sealants, and
other miscellaneous items as required for complete sheet metal flashing and trim installation
and as recommended by manufacturer of primary sheet metal or manufactured item unless
otherwise indicated.
B.
Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and
bolts, and other suitable fasteners designed to withstand design loads and recommended by
manufacturer of primary sheet metal or manufactured item.
1.
General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head.
a.
Exposed Fasteners: Heads matching color of sheet metal using plastic caps or
factory-applied coating. Provide metal-backed EPDM or PVC sealing washers
under heads of exposed fasteners bearing on weather side of metal.
SHEET METAL FLASHING AND TRIM
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
b.
2.
3.
C.
Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for
metal being fastened.
c.
Spikes and Ferrules: Same material as gutter; with spike with ferrule matching
internal gutter width.
Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hotdip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329.
Fasteners for Zinc Sheet: Series 300 stainless steel or hot-dip galvanized steel
according to ASTM A 153/A 153M or ASTM F 2329.
Solder:
1.
For Zinc-Coated (Galvanized) Steel: ASTM B 32, Grade Sn50, 50 percent tin and 50
percent lead or Grade Sn60, 60 percent tin and 40 percent lead with maximum lead
content of 0.2 percent.
D.
Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape
with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape
1/2 inch (13 mm) wide and 1/8 inch (3 mm) thick.
E.
Elastomeric Sealant: ASTM C 920, elastomeric polymer sealant; of type, grade, class, and use
classifications required to seal joints in sheet metal flashing and trim and remain watertight.
F.
Butyl Sealant:
ASTM C 1311, single-component, solvent-release butyl rubber sealant;
polyisobutylene plasticized; heavy bodied for hooked-type expansion joints with limited
movement.
G.
Epoxy Seam Sealer:
Two-part, noncorrosive, aluminum seam-cementing compound,
recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints.
H.
Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187.
I.
Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application.
2.5
A.
MANUFACTURED SHEET METAL FLASHING AND TRIM (See also Division 04)
Reglets: Units of type, material, and profile required, formed to provide secure interlocking of
separate reglet and counterflashing pieces, and compatible with flashing indicated with factorymitered and -welded corners and junctions and with interlocking counterflashing on exterior
face, of same metal as reglet.
1.
Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a.
b.
c.
d.
2.
3.
Fry Reglet Corporation.
Heckmann Building Products, Inc.
Hickman, W. P. Company.
Hohmann & Barnard, Inc.
Material: Stainless steel, 0.019 inch (0.48 mm) thick.
Surface-Mounted Type: Provide with slotted holes for fastening to substrate, with
neoprene or other suitable weatherproofing washers, and with channel for sealant at top
edge.
SHEET METAL FLASHING AND TRIM
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
4.
5.
6.
Concrete Type: Provide temporary closure tape to keep reglet free of concrete materials,
special fasteners for attaching reglet to concrete forms, and guides to ensure alignment
of reglet section ends.
Masonry Type: Provide with offset top flange for embedment in masonry mortar joint.
Accessories:
a.
b.
7.
2.6
A.
NOVEMBER 19TH, 2013
Flexible-Flashing Retainer: Provide resilient plastic or rubber accessory to secure
flexible flashing in reglet where clearance does not permit use of standard metal
counterflashing or where Drawings show reglet without metal counterflashing.
Counterflashing Wind-Restraint Clips: Provide clips to be installed before
counterflashing to prevent wind uplift of counterflashing's lower edge.
Finish: With manufacturer's standard color coating.
LOW-SLOPE ROOF SHEET METAL FABRICATIONS
Roof and Roof-to-Wall Transition and Expansion-Joint Cover:
materials: Shop fabricate interior and exterior corners.
1.
Zinc-Tin Alloy-Coated Stainless Steel: [0.024 inch (0.61 mm) thick.
B.
Base Flashing: Shop fabricate interior and exterior corners.
C.
Counterflashing: Shop fabricate interior and exterior corners.
D.
Flashing Receivers: Fabricate from the following materials:
1.
Fabricate from the following
Zinc-Tin Alloy-Coated Stainless Steel: 0.015 inch (0.38 mm) thick.
E.
Formed Roof-drainage Fabrications: Including built-in gutters (at canopy/overhang bands-see
drawings.)
F.
Roof-Penetration Flashing: Fabricate from the following materials:
1.
G.
Roof-Drain Flashing: Fabricate from the following materials:
1.
H.
2.7
A.
Zinc-Tin Alloy-Coated Stainless Steel: [0.015 inch (0.38 mm)] <Insert dimension> thick.
Include standard coping shapes and C-shaped metal coping - refer to exterior elevations for
locations.
WALL SHEET METAL FABRICATIONS
Through-Wall Flashing: Fabricate continuous flashings in minimum 96-inch- (2400-mm-) long,
but not exceeding 12-foot- (3.6-m-) long, sections, under copings, and at shelf angles.
Fabricate discontinuous lintel, sill, and similar flashings to extend 6 inches (150 mm) beyond
each side of wall openings; and form with 2-inch- (50-mm-) high, end dams. Fabricate from the
following materials:
1.
B.
Zinc-Tin Alloy-Coated Stainless Steel: 0.018 inch (0.46 mm) thick.
Zinc-Tin Alloy-Coated Stainless Steel: 0.015 inch (0.38 mm) thick.
Formed Wall Fabrications: Including through-wall flashing and wall expansion-joint cover.
SHEET METAL FLASHING AND TRIM
07 62 00 - 7 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances, substrate, and other conditions affecting performance of
the Work.
1.
Verify compliance with requirements for installation tolerances of substrates.
2.
Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely
anchored.
3.
Verify that air- or water-resistant barriers have been installed over sheathing or backing
substrate to prevent air infiltration or water penetration.
B.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.2
UNDERLAYMENT INSTALLATION
A.
Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of
mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed
water, with lapped joints of not less than 2 inches (50 mm).
B.
Apply slip sheet, wrinkle free, per manufacture’s recommendations before installing sheet metal
flashing and trim.
3.3
A.
INSTALLATION, GENERAL.
General: Anchor sheet metal flashing and trim and other components of the Work securely in
place, with provisions for thermal and structural movement. Use fasteners, solder, protective
coatings, separators, sealants, and other miscellaneous items as required to complete sheet
metal flashing and trim system.
1.
2.
3.
4.
5.
6.
Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat
seams with minimum exposure of solder, welds, and sealant.
Install sheet metal flashing and trim to fit substrates and to result in watertight
performance. Verify shapes and dimensions of surfaces to be covered before fabricating
sheet metal.
Space cleats not more than 12 inches (300 mm) apart. Attach each cleat with at least
two fasteners. Bend tabs over fasteners.
Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling
and tool marks.
Torch cutting of sheet metal flashing and trim is not permitted.
Do not use graphite pencils to mark metal surfaces.
B.
Metal Protection: Where dissimilar metals contact each other, or where metal contacts
pressure-treated wood or other corrosive substrates, protect against galvanic action or
corrosion by painting contact surfaces with bituminous coating or by other permanent
separation as recommended by sheet metal manufacturer or cited sheet metal standard.
C.
Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space
movement joints at maximum of 10 feet (3 m) with no joints within 24 inches (600 mm) of corner
or intersection.
SHEET METAL FLASHING AND TRIM
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KSQ ARCHITECTS PROJECT NO. 1317908.00
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D.
Fasteners: Use fastener sizes that penetrate substrate not less than recommended by fastener
manufacturer to achieve maximum pull-out resistance.
E.
Conceal fasteners and expansion provisions where possible in exposed work and locate to
minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight
installation.
F.
Seal joints as required for watertight construction.
1.
2.
3.4
Use sealant-filled joints unless otherwise indicated. Embed hooked flanges of joint
members not less than 1 inch (25 mm) into sealant. Form joints to completely conceal
sealant. When ambient temperature at time of installation is between 40 and 70 deg F (4
and 21 deg C), set joint members for 50 percent movement each way. Adjust setting
proportionately for installation at higher ambient temperatures. Do not install sealant-type
joints at temperatures below 40 deg F (4 deg C).
Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint
Sealants."
ROOF FLASHING INSTALLATION
A.
General: Install sheet metal flashing and trim to comply with performance requirements, sheet
metal manufacturer's written installation instructions, and cited sheet metal standard. Provide
concealed fasteners where possible, and set units true to line, levels, and slopes. Install work
with laps, joints, and seams that are permanently watertight and weather resistant.
B.
Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations
in FM Global Property Loss Prevention Data Sheet 1-49 for FM Approvals' listing for required
windstorm classification.
C.
Copings: Anchor to resist uplift and outward forces according to recommendations in FM
Global Property Loss Prevention Data Sheet 1-49 for specified FM Approvals' listing for
required windstorm classification.
D.
Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top
edge flared for elastomeric sealant, extending minimum of 4 inches (100 mm) over base
flashing. Install stainless-steel draw band and tighten.
E.
Counterflashing: Coordinate installation of counterflashing with installation of base flashing.
Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend
counterflashing 4 inches (100 mm) over base flashing. Lap counterflashing joints minimum of 4
inches (100 mm). Secure in waterproof manner by means of snap-in installation and sealant or
lead wedges and sealant unless otherwise indicated.
F.
Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation
of roofing and other items penetrating roof. Seal with elastomeric sealant and clamp flashing to
pipes that penetrate roof.
3.5
WALL FLASHING INSTALLATION
A.
General: Install sheet metal wall flashing to intercept and exclude penetrating moisture
according to cited sheet metal standard unless otherwise indicated. Coordinate installation of
wall flashing with installation of wall-opening components such as windows, doors, and louvers.
B.
Through-Wall Flashing: Installation of through-wall flashing is specified in Division 04 "Unit
Masonry," and “Cast Stone.”
SHEET METAL FLASHING AND TRIM
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KSQ ARCHITECTS PROJECT NO. 1317908.00
3.6
A.
3.7
NOVEMBER 19TH, 2013
MISCELLANEOUS FLASHING INSTALLATION
Equipment Support Flashing: Coordinate installation of equipment support flashing with
installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to
equipment support member.
ERECTION TOLERANCES
A.
Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance
of 1/4 inch in 20 feet (6 mm in 6 m) on slope and location lines indicated on Drawings and within
1/8-inch (3-mm) offset of adjoining faces and of alignment of matching profiles.
B.
Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances
specified in MCA's "Guide Specification for Residential Metal Roofing."
3.8
CLEANING AND PROTECTION
A.
Clean exposed metal surfaces of substances that interfere with uniform oxidation and
weathering.
B.
Clean and neutralize flux materials. Clean off excess solder.
C.
Clean off excess sealants.
D.
Remove temporary protective coverings and strippable films as sheet metal flashing and trim
are installed unless otherwise indicated in manufacturer's written installation instructions. On
completion of sheet metal flashing and trim installation, remove unused materials and clean
finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain
sheet metal flashing and trim in clean condition during construction.
E.
Replace sheet metal flashing and trim that have been damaged or that have deteriorated
beyond successful repair by finish touchup or similar minor repair procedures.
3.9
A.
WASTE MANAGEMENT
Coordinate with Section 01 74 19.
1.
2.
3.
Separate and recycle cut-offs and waste materials and material packaging in accordance
with Waste Management Plan and to the maximum extent economically feasible and
place in designated areas for recycling.
Set aside and protect materials suitable for reuse and/or remanufacturing.
Separate and fold up metal banding; flatten and place along with other metal scrap for
recycling in designated area.
END OF SECTION 07 62 00
SHEET METAL FLASHING AND TRIM
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 07 8400-FIRESTOPPING
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
SUMMARY
A.
1.3
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
Firestopping, as described herein, refers to materials or devices used to seal openings that
have been made in fire-rated walls, ceilings or floors for the purpose of passing building
service penetrants such as electrical conduits, electrical, data or communications cabling,
plumbing or mechanical pipes, HVAC or mechanical ducting of any type.
SYSTEM PERFORMANCE REQUIREMENTS
A.
General: Provide firestopping systems that are produced and installed to resist the spread of
fire and heat according to the necessary requirements, and the passage of smoke and other
gases.
B.
F-Rated Through-Penetration Firestop Systems:
Provide through-penetration firestop
systems with F ratings where required, as determined per ASTM E 814, but not less than that
equaling or exceeding the fire-resistance rating of the constructions penetrated.
C.
T-Rated Through-Penetration Firestop Systems:
Provide through-penetration firestop
systems with T ratings, in addition to F ratings, as determined per ASTM E 814, where
systems protect penetrating items exposed to contact with adjacent materials in occupiable
floor areas. T-rated assemblies are required where the following conditions exist:
1.
2.
3.
4.
Where firestop systems protect penetrations located outside of wall cavities.
Where firestop systems protect penetrations located outside fire-resistive shaft
enclosures.
Where firestop systems protect penetrations located in construction containing doors
required to have a temperature-rise rating.
Where firestop systems protect penetrating items larger than a 4 inch diameter nominal
pipe or 16 sq. in. in overall cross-sectional area.
D.
Fire-Resistive Joint Sealants: Provide joint sealants with fire-resistance ratings indicated, as
determined per ASTM E 119, but not less than that equaling or exceeding the fire-resistance
rating of the construction in which the joint occurs.
E.
For firestopping exposed to view, traffic, moisture, and physical damage, provide products that
do not deteriorate when exposed to these conditions.
1.
2.
F.
For piping penetrations for plumbing systems, provide moisture-resistant throughpenetration firestop systems.
For penetrations involving insulated piping, provide through-penetration firestop systems
not requiring removal of insulation.
For firestopping exposed to view, provide products with flame-spread values of less than 25
and smoke-developed values of less than 450, as determined per ASTM E 84.
FIRESTOPPING
07 8400- 1 of 7
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KSQ ARCHITECTS PROJECT NO. 1317908.00
1.4
SUBMITTALS
A.
General: Submit the following according to Conditions of Contract and Division 1 Specification
Sections.
B.
Contractor shall submit a schedule of all penetrations, openings or edge conditions in firerated assemblies, along with the specific material and/or system used to seal such
penetration, opening or edge condition. Schedule shall include the following information in list
form:
1.
2.
3.
4.
5.
6.
7.
C.
Material being penetrated.
Purpose of penetration (ie: ducts, conduit, piping).
Size and material of penetration.
Size of opening in fire-rated assembly.
Construction of assembly being penetrated.
Rating of assembly being penetrated.
Specific product and/or system used to seal the penetration, referenced to accompanying
product data and descriptions.
Product data for each type of product used.
1.
1.5
NOVEMBER 19TH, 2013
Certification by firestopping manufacturer that products supplied comply with local
regulations controlling use of volatile organic compounds (VOCs) and are nontoxic to
building occupants.
D.
Product certificates signed by manufacturers of firestopping products certifying that their
products comply with specified requirements.
E.
Product test reports from, and based on tests performed by, a qualified testing and inspecting
agency evidencing compliance of firestopping with requirements based on comprehensive
testing of current products.
F.
Qualification data for firms and persons specified in "Quality Assurance" article to demonstrate
their capabilities and experience. Include list of completed projects with project names,
addresses, names of Architects and Owners, and other information specified.
QUALITY ASSURANCE
A.
Fire-Test-Response Characteristics: Provide firestopping that complies with the following
requirements and those specified under the "System Performance Requirements" article:
1.
2.
Firestopping tests are performed by a qualified testing and inspecting agency. A qualified
testing and inspecting agency is UL, Warnock Hersey, or another agency performing
testing and follow-up inspection services for firestop systems that is acceptable to
authorities having jurisdiction.
Through-penetration firestop systems are identical to those tested per ASTM E 814 under
conditions where positive furnace pressure differential of at least 0.01 inch of water is
maintained at a distance of 0.78 inch below the fill materials surrounding the penetrating
items in the test assembly. Provide rated systems complying with the following
requirements:
a.
3.
Through-penetration firestop system products bear classification marking of qualified
testing and inspecting agency, indicating rating required for each penetration.
Fire-resistive joint sealant systems are identical to those tested for fire-response
characteristics per ASTM E 119 under conditions where the positive furnace pressure
FIRESTOPPING
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differential is at least 0.01 inch of water, as measured 0.78 inch from the face exposed to
furnace fire. Provide systems complying with the following requirements:
a.
1.6
1.7
1.8
Joint sealants, including backing materials, bear classification marking of qualified
testing and inspection agency, indicating rating required for each penetration.
B.
Installer Qualifications: Engage an experienced Installer who has completed firestopping that
is similar in material, design, and extent to that indicated for Project and that has performed
successfully.
C.
Single-Source Responsibility: Obtain through-penetration firestop systems for each kind of
penetration and construction condition indicated from a single manufacturer.
D.
Provide firestopping products containing no detectable asbestos as determined by the method
specified in 40 CFR Part 763, Subpart F, Appendix A, Section 1, "Polarized Light Microscopy."
E.
Coordinating Work: Coordinate construction of openings and penetrating items to ensure that
designated through-penetration firestop systems are installed per specified requirements.
F.
Owner retains the right to employ and pay a qualified inspection agency to check installed
firestopping systems for compliance with requirements.
DELIVERY, STORAGE, AND HANDLING
A.
Deliver firestopping products to Project site in original, unopened containers or packages with
intact and legible manufacturers' labels identifying product and manufacturer; date of
manufacture; lot number; shelf life, if applicable; qualified testing and inspecting agency's
classification marking applicable to Project; curing time; and mixing instructions for
multicomponent materials.
B.
Store and handle firestopping materials to prevent their deterioration or damage due to
moisture, temperature changes, contaminants, or other causes.
PROJECT CONDITIONS
A.
Environmental Conditions: Do not install firestopping when ambient or substrate temperatures
are outside limits permitted by firestopping manufacturers or when substrates are wet due to
rain, frost, condensation, or other causes.
B.
Ventilation: Ventilate firestopping per firestopping manufacturers' instructions by natural
means or, where this is inadequate, forced air circulation.
SEQUENCING AND SCHEDULING
A.
Notify Owner's inspection agency at least 1 week in advance of firestopping installations;
confirm dates and times on days preceding each series of installations.
B.
Do not cover up those firestopping installations that will become concealed behind other
construction until Owner's inspection agency and authorities having jurisdiction, if required,
have examined each installation.
PART 2 - PRODUCTS
2.1
FIRESTOPPING, GENERAL
FIRESTOPPING
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KSQ ARCHITECTS PROJECT NO. 1317908.00
A.
Compatibility: Provide firestopping composed of components that are compatible with each
other, the substrates forming openings, and the items, if any, penetrating the firestopping
under conditions of service and application, as demonstrated by firestopping manufacturer
based on testing and field experience.
B.
Accessories: Provide components for each firestopping system that are needed to install fill
materials and to comply with "System Performance Requirements" article in Part 1. Use only
components specified by the firestopping manufacturer and approved by the qualified testing
and inspecting agency for the designated fire-resistance-rated systems. Accessories include
but are not limited to the following items:
1.
Permanent forming/damming/backing materials including the following:
a.
b.
c.
d.
e.
2.
3.
4.
5.
C.
2.2
NOVEMBER 19TH, 2013
Semirefractory fiber (mineral wool) insulation.
Ceramic fiber.
Sealants used in combination with other forming/damming materials to prevent
leakage of fill materials in liquid state.
Fire-rated formboard.
Joint fillers for joint sealants.
Temporary forming materials.
Substrate primers.
Collars.
Steel sleeves.
Applications: Provide firestopping systems composed of materials that comply with system
performance and other requirements.
FILL MATERIALS FOR THROUGH-PENETRATION FIRESTOP SYSTEMS
A.
Ceramic-Fiber and Mastic Coating: Ceramic fibers in bulk form formulated for use with mastic
coating, and ceramic fiber manufacturer's mastic coating.
B.
Ceramic-Fiber Sealant:
binders.
C.
Endothermic, Latex Compound Sealant: Single-component, endothermic, latex formulation.
D.
Intumescent, Latex Sealant: Single-component, intumescent, latex formulation.
E.
Intumescent Putty: Nonhardening, dielectric, water-resistant putty containing no solvents,
inorganic fibers, or silicone compounds.
F.
Intumescent Wrap Strips: Single-component, elastomeric sheet with aluminum foil on one
side.
G.
Job-Mixed Vinyl Compound: Prepackaged vinyl-based powder product for mixing with water
at Project site to produce a paintable compound, passing ASTM E 136, with flame-spread and
smoke-developed ratings of zero per ASTM E 84.
H.
Mortar: Prepackaged dry mix composed of a blend of inorganic binders, fillers, and
lightweight aggregate formulated for mixing with water at Project site to form a nonshrinking,
homogenous mortar.
FIRESTOPPING
Single-component formulation of ceramic fibers and inorganic
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I.
Pillows/Bags: Re-usable, heat-expanding pillows/bags composed of glass-fiber cloth cases
filled with a combination of mineral-fiber, water-insoluble expansion agents and fire-retardant
additives.
J.
Silicone Foam: Two-component, silicone-based liquid elastomer that, when mixed, expands
and cures in place to produce a flexible, nonshrinking foam.
K.
Silicone Sealant:
Moisture-curing, single-component,
elastomeric sealant of grade indicated below:
1.
2.3
silicone-based,
neutral-curing
Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal
surfaces and nonsag formulation for openings in vertical and other surfaces requiring a
nonslumping/ gunnable sealant, unless indicated firestop system limits use to nonsag
grade for both opening conditions.
FIRE-RESISTIVE ELASTOMERIC JOINT SEALANTS
A.
Elastomeric Sealant Standard:
Provide manufacturer's standard chemically curing,
elastomeric sealants of base polymer required that complies with ASTM C 920 requirements
applicable to fire-resistive joint sealants.
B.
Sealant Colors: Provide color of exposed joint sealants to comply with the following:
1.
2.4
NOVEMBER 19TH, 2013
Provide selections made by Architect from manufacturer's full range of standard colors for
products of type indicated.
MIXING
A.
For those products requiring mixing prior to application, comply with firestopping
manufacturer's directions for accurate proportioning of materials, water (if required), type of
mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other
procedures needed to produce firestopping products of uniform quality with optimum
performance characteristics for application indicated.
PART 3 - EXECUTION
3.1
RESPONSIBILITY FOR FIRESTOPPING INSTALLATION
A.
Firestopping shall be provided by Contractors as follows:
1.
2.
3.
3.2
Penetrations made through existing or new fire-rated construction shall be firestopped by
the Contractor making the penetration.
Penetrations in new fire-rated construction built around existing or new wiring, piping,
conduit, ductwork, etc., shall be firestopped by the Contractor installing the fire-rated
construction.
Perimeter firestopping shall be provided by Contractor installing the fire-rated
construction.
EXAMINATION
A.
Examine substrates and conditions, with Installer present, for compliance with requirements
for opening configurations, penetrating items, substrates, and other conditions affecting
performance of firestopping. Do not proceed with installation until unsatisfactory conditions
have been corrected.
FIRESTOPPING
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3.3
PREPARATION
A.
Surface Cleaning: Clean out openings and joints immediately prior to installing firestopping to
comply with recommendations of firestopping manufacturer and the following requirements:
1.
2.
3.
3.4
Remove all foreign materials from surfaces of opening and joint substrates and from
penetrating items that could interfere with adhesion of firestopping.
Clean opening and joint substrates and penetrating items to produce clean, sound
surfaces capable of developing optimum bond with firestopping. Remove loose particles
remaining from cleaning operation.
Remove laitance and form release agents from concrete.
B.
Priming: Prime substrates where recommended by firestopping manufacturer using that
manufacturer's recommended products and methods. Confine primers to areas of bond; do
not allow spillage and migration onto exposed surfaces.
C.
Masking Tape: Use masking tape to prevent firestopping from contacting adjoining surfaces
that will remain exposed upon completion of Work and that would otherwise be permanently
stained or damaged by such contact or by cleaning methods used to remove smears from
firestopping materials. Remove tape as soon as it is possible to do so without disturbing
firestopping's seal with substrates.
INSTALLING THROUGH-PENETRATION FIRESTOPS
A.
General: Comply with the "System Performance Requirements" article in Part 1 and the
through-penetration firestop manufacturer's installation instructions and drawings pertaining to
products and applications indicated.
B.
Install forming/damming materials and other accessories of types required to support fill
materials during their application and in the position needed to produce the cross-sectional
shapes and depths required to achieve fire ratings of designated through-penetration firestop
systems. After installing fill materials, remove combustible forming materials and other
accessories not indicated as permanent components of firestop systems.
C.
Install fill materials for through-penetration firestop systems by proven techniques to produce
the following results:
1.
2.
3.
3.5
NOVEMBER 19TH, 2013
Completely fill voids and cavities formed by openings, forming materials, accessories,
and penetrating items.
Apply materials so they contact and adhere to substrates formed by openings and
penetrating items.
For fill materials that will remain exposed after completing Work, finish to produce
smooth, uniform surfaces that are flush with adjoining finishes.
INSTALLING FIRE-RESISTIVE JOINT SEALANTS
A.
General: Comply with the "System Performance Requirements" article in Part 1, with ASTM C
1193, and with the sealant manufacturer's installation instructions and drawings pertaining to
products and applications indicated.
B.
Install joint fillers to provide support of sealants during application and at position required to
produce the cross-sectional shapes and depths of installed sealants relative to joint widths
that allow optimum sealant movement capability and develop fire-resistance rating required.
C.
Install sealants by proven techniques that result in sealants directly contacting and fully
wetting joint substrates, completely filling recesses provided for each joint configuration, and
FIRESTOPPING
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providing uniform, cross-sectional shapes and depths relative to joint width that optimum
sealant movement capability. Install sealants at the same time joint fillers are installed.
D.
3.6
3.7
Tool nonsag sealants immediately after sealant application and prior to the time skinning or
curing begins. Form smooth, uniform beads of configuration indicated or required to produce
fire-resistance rating, as well as to eliminate air pockets, and to ensure contact and adhesion
of sealants with sides of joint. Remove excess sealant from surfaces adjacent to joint. Do not
use tooling agents that discolor sealants or adjacent surfaces or are not approved by sealant
manufacturer.
FIELD QUALITY CONTROL
A.
Inspecting agency may be employed and paid by Owner to examine completed firestopping to
determine, in general, if it is being installed in compliance with requirements.
B.
Inspecting agency will report observations promptly and in writing to Contractor and Architect.
C.
Do not proceed to enclose firestopping with other construction until reports of examinations
are issued.
D.
Where deficiencies are found, repair or replace firestopping so that it complies with
requirements.
CLEANING
A.
Clean off excess fill materials and sealants adjacent to openings and joints as work
progresses by methods and with cleaning materials approved by manufacturers of firestopping
products and of products in which opening and joints occur.
B.
Protect firestopping during and after curing period from contact with contaminating substances
or from damage resulting from construction operations or other causes so that they are
without deterioration or damage at time of Substantial Completion. If, despite such protection,
damage or deterioration occurs, cut out and remove damaged or deteriorated firestopping
immediately and install new materials to produce firestopping complying with specified
requirements.
END OF SECTION 07 8400
FIRESTOPPING
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 07 9200 - JOINT PROTECTION
PART 1 GENERAL
1.1
SUMMARY
A.
Section Includes: Compression seals and sealants, preparation of substrate, and applications
including but not limited to:
1. Joints between metal door frames and walls.
2. Set door saddles in sealant bed.
3. Joints between dissimilar materials including masonry, concrete, metals, wood, plaster and
gypsum board.
4. Floor (interior) joints.
5. Partition and ceiling joints.
6. Joints between fixtures/equipment and construction.
.B.
1.
2.
1.2
1.3
Related Sections
Section 09 2900 Gypsum Board Assemblies
Section 07 8400 Firestopping
SUBMITTALS
A.
See Division 1 – General Requirements for submittal procedures..
B.
Submit product data indicating sealant chemical characteristics, performance criteria, substrate
preparation, limitations, and color availability.
C.
Submit three samples illustrating colors selected for sealants and 6 inch sample of compression
seal.
D.
Submit manufacturer's installation instructions.
E.
Submit manufacturer’s certificate that products used meet or exceed specified requirements, and
that products used are compatible with backing and adjacent materials.
SUSTAINABLE DESIGN SUBMITTALS
A.
Make submittals electronically.
B.
Manufacturer's Certificate: Certify products meet or exceed specified sustainable design
requirements.
1.
Materials Resources Certificates:
a.
Certify recycled material content for recycled content products.
1)
Indicate post-consumer recycled content percent by weight as defined
by LEED Rating System.
2)
Indicate pre-consumer recycled content percent by weight as defined
by LEED Rating System.
3)
Indicate recycled content materials in accordance with ISO 14021.
b.
Certify source for local and regional materials and distance from Project site.
1)
Indicate location of extraction, harvesting or recovery.
2)
Indicate manufacturing or fabrication location.
2.
Indoor Air Quality Certificates:
a.
Certify volatile organic compound content for each interior adhesive and
sealant and related primer.
JOINT PROTECTION
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KSQ ARCHITECTS PROJECT NO. 1317908.00
1)
2)
C.
1.4
1.5
1.6
Indicate VOC content meets requirements of SCAQMD Rule 1168.
Include data sheet indicating volatile organic compound content, in g/L,
for each Product.
Product Cost Data: Submit cost of products to verify compliance with Project sustainable design
requirements. Exclude cost of labor and equipment to install products.
1.
Provide all material costs as well as cost data for the following products:
a.
Products with recycled material content.
b.
Local and regional products.
QUALITY ASSURANCE
A.
Applicator: Company specializing in applying the work of this Section with minimum five years
experience, approved by sealant manufacturer.
B.
Sustainable Design Requirements:
1.
Recycled Content Materials: Furnish materials with recycled content.
2.
Regional Materials: Furnish materials extracted, processed, and manufactured within
500 miles of Project site.
ENVIRONMENTAL REQUIREMENTS
A.
Do not install solvent curing sealants in enclosed building spaces.
B.
Maintain temperature and humidity recommended by the sealant manufacturer during and after
installation.
SEQUENCING AND SCHEDULING
A.
1.7
NOVEMBER 19TH, 2013
Coordinate this work with all Sections referencing this Section.
WARRANTY
A.
Interior Joints: Submit 2 year warranty against cracking, crazing, separation of the material from
the substrate or other failure of the joint.
PART 2 PRODUCTS
2.1
SEALANTS
A.
Manufacturers:
1.
Tremco.
2.
Sonneborn or Pecora, with chemical composition and performance characteristics identical to
Tremco.
B.
Compatibility: Before purchase, confirm compatibility of each sealant with other materials in the
system.
C.
Acrylic Latex Sealant: Low odor, fast-setting, color to be selected; Tremco Acrylic Latex 834.
Maximum volatile organic compound content in accordance with SCAQMD Rule 1168.
JOINT PROTECTION
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D.
E.
F.
G.
2.2
2.3
NOVEMBER 19TH, 2013
Polyurethane Sealant (Self-leveling): Multi-component, self-leveling/slope grades, custom color as
selected; THC 900/901 by Tremco. Maximum volatile organic compound content in accordance
with SCAQMD Rule 1168
Polyurethane Sealant (Vertical): 3-component, +/- 50% movement, color to be selected;
“Sonolastic” by Sonneborn. Maximum volatile organic compound content in accordance with
SCAQMD Rule 1168
Acrylic Terpolymer Sealant: One part, high solids, solvent release cure; color to be selected;
Mono-555 by Tremco. Maximum volatile organic compound content in accordance with SCAQMD
Rule 1168.
Mildew Resistant Silicone Sealant: Single component, neutral cure, white color, Tremsil No. 200 by
Tremco. Maximum volatile organic compound content in accordance with SCAQMD Rule 1168.
COMPRESSION SEALS
A.
Manufacturers:
1. Emseal Corporation.
. 800-526-8365 www.emseal.com
2. Substitutions: See Division 1 – General Requirements for substitution procedures.
B.
Preformed Foam Sealant: Open-cell, urethane foam, impregnated with a non-drying, water
repellent agent; factory-produced in precompressed sizes, in roll or stick form to fit joint widths, and
to develop a watertight, airtight seal when compressed to the degree specified by manufacturer.
1. Properties: Permanently elastic, mildew-resistant, nonmigratory, nonstaining, compatible with
joint substrates and other joint sealers.
2. Impregnating Agent: Manufacturer’s standard.
3. Density: Manufacturer’s standard “high” density.
4. Backing: Where required, provide backings suitable for intended use, compatible with joint
substrates and other joint sealers, designed to work in conjunction with primary sealants in
dual-sealant systems,
ACCESSORIES
A.
Primer: Non-staining type, recommended by sealant manufacturer to suit application. Maximum
volatile organic compound content in accordance with SCAQMD Rule 1168.
B.
Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer;
compatible with joint forming materials.
C.
Joint Backing: Round, closed cell polyethylene foam rod; oversized 30 to 50 percent larger than
joint width; Ethafoam SB manufactured by Dow Chemical.
D.
Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
PART 3 EXECUTION
3.1
EXAMINATION
A.
3.2
Verify that surfaces and joints are ready to receive work and field measurements are as shown on
Drawings and recommended by the manufacturer.
PREPARATION
A.
B.
C.
D.
Clean and prime joints in accordance with manufacturer's instructions.
Remove loose materials and foreign matter which might impair adhesion of sealant.
Verify that joint backing and release tapes are compatible with sealant.
Protect elements surrounding the work of this Section from damage or disfiguration.
JOINT PROTECTION
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3.3
3.4
INSTALLATION - SEALANTS
A.
Install sealant in accordance with manufacturer's instructions.
B.
Measure joint dimensions and size materials to achieve required width/depth ratios.
C.
Install joint backing to achieve a neck dimension no greater than 1/3 the joint width.
D.
Install bond breaker where joint backing is not used.
E.
Apply sealant within recommended application temperature ranges. Consult manufacturer when
sealant cannot be applied within these temperature ranges.
F.
Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
G.
Tool joints concave.
H.
Butter inside edge of masonry openings or surfaces of frames to be embedded with thin coat of
caulking or primer recommended by manufacturer. Caulk jambs, heads, and sills neatly with a
trowel.
I.
Metal Door Saddles: Spread caulking bed over entire seal of saddles at least 1/4 inch thick. Set
saddle or sill on and remove excess material. Neatly point joints.
INSTALLATION – PREFORMED FOAM SEALANTS
A.
3.5
Clean adjacent soiled surfaces.
Repair or replace defaced or disfigured finishes caused by work of this Section.
PROTECTION OF FINISHED WORK
A.
3.7
Install each length of sealant immediately after removing protective wrappings, taking care not to
pull and stretch material. For application at low ambient temperatures, where expansion of sealant
requires acceleration to produce seal, apply heat to sealant in accordance with manufacturer’s
recommendations.
CLEANING AND REPAIRING
A.
B.
3.6
NOVEMBER 19TH, 2013
Protect sealants until cured.
SCHEDULE
A.
Interior joints of minimal activity, joints in hollow metal frames and at abutting surfaces, at
ceiling, wall angles, and all other locations to accomplish a finished appearance: Acrylic Latex.
B.
Interior expansion, construction or control joints where movement must be accommodated:
Acrylic Terpolymer. Design joint to be installed without need for painting. When exposed to
students, install a joint cover or devise a method to protect the application.
C.
Interior joints at counters and fixtures: Mildew Resistant SiliconeDow 786.
END OF SECTION 07 92
JOINT PROTECTION
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NOVEMBER 19TH, 2013
SECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A.
This Section includes steel doors and frames.
B.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
2.
Division 9 Section "Gypsum Board Assemblies" for spot grouting frames in gypsum board
partitions.
Division 9 Section "Painting" for field painting primed doors and frames.
1.03 SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and
Division 1 Specification Sections.
B.
Product Data for each type of door and frame specified, including details of construction,
materials, dimensions, hardware preparation, core, label compliance, sound ratings, profiles,
and finishes.
C.
Shop Drawings showing fabrication and installation of steel doors and frames. Include details
of each frame type, elevations of door design types, conditions at openings, details of
construction, location and installation requirements of door and frame hardware and
reinforcements, and details of joints and connections. Show anchorage and accessory items.
D.
Door Schedule: Submit schedule of doors and frames using same reference numbers for
details and openings as those on Contract Drawings.
1. Indicate coordination of glazing frames and stops with glass and glazing requirements.
1.04 QUALITY ASSURANCE
A.
Provide doors and frames complying with ANSI/SDI 100 "Recommended Specifications for
Standard Steel Doors and Frames" and as specified.
B.
Fire-Rated Door Assemblies: Units that comply with NFPA 80, are identical to door and frame
assemblies tested for fire-test-response characteristics per ASTM E 152, and are labeled and
listed by UL, Warnock Hersey, or another testing and inspecting agency acceptable to
authorities having jurisdiction.
1.05 DELIVERY, STORAGE, AND HANDLING
A.
Deliver doors and frames cardboard-wrapped or crated to provide protection during transit and
job storage. Provide additional protection to prevent damage to finish of factory-finished doors
and frames.
HOLLOW METAL DOORS AND FRAMES
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B.
Inspect doors and frames on delivery for damage. Minor damages may be repaired provided
refinished items match new work and are acceptable to Architect; otherwise, remove and
replace damaged items as directed.
C.
Store doors and frames at building site under cover. Place units on minimum 4-inch-high
wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity
chamber. If cardboard wrappers on doors become wet, remove cartons immediately. Provide
minimum 1/4-inch spaces between stacked doors to promote air circulation.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A.
Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated in the Work include, but are not limited to, the following:
1. Steel Doors and Frames:
a. Amweld Building Products, Inc.
b. Ceco Door Products.
c. Republic Builders Products.
d. Seelcraft (Ingersoll-Rand)
2.02 MATERIALS
A.
Cold-Rolled Steel Sheets: Carbon steel complying with ASTM A 366, commercial quality, or
ASTM A 620, drawing quality, special killed.
B.
Galvanized Steel Sheets: Zinc-coated carbon steel complying with ASTM A 526, commercial
quality, or ASTM A 642, drawing quality, hot-dip galvanized according to ASTM A 525, with
A 60 or G 60 coating designation, mill phosphatized.
C.
Supports and Anchors: Fabricated from not less than 0.0478-inch-thick steel sheet; 0.0516inch-thick galvanized steel where used with galvanized steel frames.
D.
Inserts, Bolts, and Fasteners: Manufacturer's standard units. Where items are to be built into
exterior walls, hot-dip galvanize complying with ASTM A 153, Class C or D as applicable.
2.03 DOORS (NONE REQUIRED)
A.
Steel Doors: Provide 1-3/4-inch-thick doors of materials and ANSI/SDI 100 grades and
models specified below, or as indicated on Drawings or schedules:
1. Interior Doors: Grade III, extra heavy-duty, Model 2, seamless design, minimum 16ga
thick cold-rolled steel sheet faces.
2. Exterior Doors: Grade III, extra heavy-duty, Model 2, seamless design, minimum 14ga
thick galvanized steel sheet faces.
2.04 FRAMES
A.
Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings,
according to ANSI/SDI 100, and of types and styles as shown on Drawings and schedules.
Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 16ga thick
cold-rolled steel sheet.
1. Fabricate frames with mitered or coped corners, continuously welded construction face
and rear of frame for all applications. No knock-down type frames are allowed except
where explicitly indicated as acceptable.
HOLLOW METAL DOORS AND FRAMES
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2.
3.
NOVEMBER 19TH, 2013
Fabricate frames for interior openings over 48 inches wide from 16ga thick steel sheet.
Form exterior frames from 14ga thick galvanized steel sheet.
B.
Door Silencers: Except on weatherstripped frames, drill stops to receive 3 silencers on strike
jambs of single-door frames and 2 silencers on heads of double-door frames.
C.
Plaster Guards: Provide minimum 0.0179-inch-thick steel plaster guards or mortar boxes at
back of hardware cutouts where mortar or other materials might obstruct hardware operation
and to close off interior of openings.
D.
Grout: When required in masonry construction, as specified in Division 4 Section "Unit
Masonry."
2.05 FABRICATION
A.
Fabricate steel door and frame units to be rigid, neat in appearance, and free from defects,
warp, or buckle. Where practical, fit and assemble units in manufacturer's plant. Clearly
identify work that cannot be permanently factory assembled before shipment, to assure proper
assembly at Project site. Comply with ANSI/SDI 100 requirements.
1. Internal Construction: One of the following manufacturer's standard core materials
according to SDI standards:
a. Resin-impregnated paper honeycomb.
b. Rigid polyurethane conforming to ASTM C 591.
c. Rigid polystyrene conforming to ASTM C 578.
d. Unitized steel grid.
e. Vertical steel stiffeners.
f.
Rigid mineral fiber with internal sound deadener on inside of face sheets.
2. Clearances: Not more than 1/8 inch at jambs and heads, except not more than 1/4 inch
between non-fire-rated pairs of doors. Not more than 3/4 inch at bottom.
a. Fire Doors: Provide clearances according to NFPA 80.
B.
Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from
only cold-rolled steel sheet.
C.
Tolerances:
Frames."
D.
Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from
either cold- or hot-rolled steel sheet.
E.
Galvanized Steel Doors, Panels, and Frames: For the following locations, fabricate doors,
panels, and frames from galvanized steel sheet according to SDI 112. Close top and bottom
edges of doors flush as an integral part of door construction or by addition of minimum 0.0635inch-thick galvanized steel channels, with channel webs placed even with top and bottom
edges. Seal joints in top edges of doors against water penetration.
1. At exterior locations.
F.
Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for
exposed screws and bolts.
G.
Thermal-Rated (Insulating) Assemblies: At exterior locations and elsewhere as shown or
scheduled, provide doors fabricated as thermal-insulating door and frame assemblies and
tested according to ASTM C 236 or ASTM C 976 on fully operable door assemblies.
Comply with SDI 117 "Manufacturing Tolerances Standard Steel Doors and
HOLLOW METAL DOORS AND FRAMES
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NOVEMBER 19TH, 2013
Unless otherwise indicated, provide thermal-rated assemblies with U-value rating of 0.41
Btu/sq. ft. x h x deg F or better.
H.
Hardware Preparation: Prepare doors and frames to receive mortised and concealed
hardware according to final door hardware schedule and templates provided by hardware
supplier.
Comply with applicable requirements of SDI 107 and ANSI A115 Series
specifications for door and frame preparation for hardware.
1. For concealed overhead door closers, if any, provide space, cutouts, reinforcing, and
provisions for fastening in top rail of doors or head of frames, as applicable.
I.
Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for
surface-applied hardware may be done at Project site.
J.
Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and
Hardware Institute's (DHI) "Recommended Locations for Architectural Hardware for Standard
Steel Doors and Frames."
K.
Glazing Stops: Minimum 0.0359-inch-thick steel or 0.040-inch-thick aluminum.
1. Provide nonremovable stops on outside of exterior doors and on secure side of interior
doors for glass, louvers, and other panels in doors.
2. Provide screw-applied, removable, glazing beads on inside of glass, louvers, and other
panels in doors.
2.06 FINISHES, GENERAL
A.
Comply with NAAMM's "Metal Finishes Manual" for recommendations relative to applying and
designating finishes.
B.
Comply with SSPC-PA 1, "Paint Application Specification No. 1," for steel sheet finishes.
C.
Apply primers and organic finishes to doors and frames after fabrication.
2.07 GALVANIZED STEEL SHEET FINISHES
A.
Surface Preparation: Clean surfaces with nonpetroleum solvent so that surfaces are free of oil
or other contaminants. After cleaning, apply a conversion coating of the type suited to the
organic coating applied over it. Clean welds, mechanical connections, and abraded areas,
and apply galvanizing repair paint specified below to comply with ASTM A 780.
1. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in
galvanized steel, with dry film containing not less than 94 percent zinc dust by weight,
and complying with DOD-P-21035 or SSPC-Paint 20.
B.
Factory Priming for Field-Painted Finish: Where field painting after installation is indicated,
apply air-dried primer specified below immediately after cleaning and pretreatment.
1. Shop Primer:
Zinc-dust, zinc-oxide primer paint complying with performance
requirements of FS TT-P-641, Type II.
2.08 STEEL SHEET FINISHES
A.
Surface Preparation: Solvent-clean surfaces to comply with SSPC-SP 1 to remove dirt, oil,
grease, and other contaminants that could impair paint bond. Remove mill scale and rust, if
present, from uncoated steel to comply with SSPC-SP 5 (White Metal Blast Cleaning) or
SSPC-SP 8 (Pickling).
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B.
Pretreatment: Immediately after surface preparation, apply a conversion coating of type
suited to organic coating applied over it.
C.
Factory Priming for Field-Painted Finish: Apply shop primer that complies with ANSI A224.1
acceptance criteria, is compatible with finish paint systems indicated, and has capability to
provide a sound foundation for field-applied topcoats. Apply primer immediately after surface
preparation and pretreatment.
PART 3 - EXECUTION
3.01 3.1
INSTALLATION
A.
General: Install steel doors, frames, and accessories according to Shop Drawings,
manufacturer's data, and as specified.
B.
Placing Frames: Comply with provisions of SDI 105, unless otherwise indicated. Set frames
accurately in position, plumbed, aligned, and braced securely until permanent anchors are set.
After wall construction is completed, remove temporary braces and spreaders, leaving
surfaces smooth and undamaged.
1. Except for frames located in existing concrete, masonry, or gypsum board assembly
construction, place frames before constructing enclosing walls and ceilings.
2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge
location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors
include masonry wire anchors and masonry T-shaped anchors.
3. At existing concrete or masonry construction, install at least 3 completed opening
anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights
on strike jamb. Set frames and secure to adjacent construction with bolts and masonry
anchorage devices.
4. In metal-stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels.
In steel-stud partitions, attach wall anchors to studs with screws.
5. In in-place gypsum board partitions, installation of knock-down, slip-on, drywall frames
may be allowed at existing construction only, but only with prior consent of the
Architect.
6. Install fire-rated frames according to NFPA 80.
C.
Door Installation: Fit hollow-metal doors accurately in frames, within clearances specified in
ANSI/SDI 100.
1. Fire-Rated Doors: Install with clearances specified in NFPA 80.
3.02 ADJUSTING AND CLEANING
A.
Prime Coat Touchup: Immediately after erection, sand smooth any rusted or damaged areas
of prime coat and apply touchup of compatible air-drying primer.
B.
Protection Removal: Immediately before final inspection, remove protective wrappings from
doors and frames.
END OF SECTION 08 1113
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SECTION 08 1255 – ALUMINUM FRAMES AND F.R.P. DOORS
PART 1 - GENERAL
1.01
A.
1.02
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
The Work of this Section consists of the provision of all plant, labor, materials, equipment,
testing and services necessary to complete the work for aluminum frames and fiberglass
reinforced polyester (FRP) flush doors as shown on the schedules, keynotes, drawings, as
specified herein, and as may be required by conditions and authorities having jurisdiction.
B.
Related Requirements:
1.
2.
3.
4.
1.03
A.
1.04
Section 07 9200 “Joint Protection”
Section 08 4113 “Aluminum-Framed Entrances and Storefronts”
Section 08 7100 "Finish Hardware"
Section 08 8000 “Glazing”
COORDINATION
Coordinate anchorage installation for aluminum frames. Furnish setting drawings, templates,
and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and
items with integral anchors. Deliver such items to Project site in time for installation.
PERFORMANCE REQUIREMENTS FRP DOORS
1.
FRP Doors: General: Provide door assemblies that have been designed and fabricated to
comply with specified performance requirements, as demonstrated by testing
manufacturer's corresponding standard systems:
2.
Air Infiltration: For a single door 3'-0" x 7'-0", test specimen shall be tested in accordance
with ASTM E 283 at pressure differential of 6.24 psf. Door shall n6t exceed 0.90 cfrn per
linear foot of perimeter crack.
3.
Water Resistance: For a single door 3'-0" x 7'-0", test specimen shall be tested in
accordance with ASTM E 331 at pressure differential of 7.50 psf. Door shall not have
water leakage.
4.
Unifonn Static Load, ASTM E 330: Plus or minus 75 pounds per square foot.
5.
Forced Entry Test, 300 Pound Load Applied, SFBC 3603.2 (b)(5): Passed.
6.
Cyclic Load Test, SFBC PA 203: Plus or minus 53 pounds per square foot.
7.
Large Missile Impact Test, SFBC PA 201: Passed.
8.
Swinging Door Cycle Test, Doors & Frames,ANSI A250.4:Minimum of 20,000,000 cycles.
ALUMINUM FRAMES & F.R.P. DOORS
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9.
Salt Spray, Exterior Doors and Frames, ASTM B 117: Minimum of 500 hours.
10.
Sound Transmission, Exterior Doors, STC, ASTM E 90: Minimum of 25.
11.
Thermal Transmission, Exterior Doors, U-Value, AAMA 1503-98: Maximum of 0.29
BTUIhr x sfx degrees F. Minimum of 55 CRF value.
12.
FRP doors shall comply with fire resistance and flammability regulations as interpreted by
governing authorities, and as follows:
a. Face sheets tested in accordance with ASTM E84 shall have the following ratings:
1) Smoke Developed:
(a) Not greater than 320 Interior Skins (Class A).
(b) Not greater than 345 Exterior Skins (Class C)
2) Flame Spread:
(a) Not greater than 10 Interior Skins (Class A)
(b) Not greater than 70 Exterior Skins (Class C)
b. Impact Strength, FRP Doors and Panels, Nominal Value, ASTM D 256: 15.0 footpounds per inch of notch.
c. Tensile Strength, FRP Doors and Panels, Nominal Value, ASTM D 638: 14,000 psi.
d. Flexural Strength, FRP Doors and Panels, Nominal Value, ASTM D 790: 21,000 psi.
e. Water Absorption, FRP Doors and Panels, Nominal Value, ASTM D 570: 0.20 percent
after 24 hours.
f. Indentation Hardness, FRP Doors and Panels, Nominal Value, ASTM D 2583: 55.
g. Abrasion Resistance, Face Sheet, Taber Abrasion Test, 25 Cycles at 1,000 Gram
Weight with CS-17 Wheel: Maximum of 0.029 average weight loss percentage.
h. Stain Resistance, ASTM D 1308: Face sheet unaffected after exposure to red
cabbage, tea, and tomato acid. Stain removed easily with mild abrasive or FRP
cleaner when exposed to Sharpie ink pen and white spray paint.
i. Chemical Resistance, ASTM D 543. Excellent rating.
1) Acetic acid, 5 percent solution.
2) Chlorine bleach, 10 percent solution.
3) Sodium hypochlorite, 4 to 6 percent solution.
4) Citric acid, 10 percent solution.
5) Sodium carbonate, 20 percent solution.
6) Turpentine.
j. Compressive Strength, Foam Core, Nominal Value, ASTMD 1621: 84.2 psi.
k. Compressive Modulus, Foam Core, Nominal Value, ASTM D 1621: 448 psi.
l. Tensile Adhesion, Foam Core, Nominal Value, ASTM D 1623: 48 psi.
m. Thermal and Humid Aging, Nominal Value, 158 Degrees F and 100 Percent Humidity
for 14 Days, ASTM D 2126: Minus 4.89 percent volume change.
1.05
A.
ACTION SUBMITTALS
Product Data: For each type of product.
1.
Include construction details, material descriptions, core descriptions, fire-resistance
ratings, and finishes.
ALUMINUM FRAMES & F.R.P. DOORS
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B.
Shop Drawings: Include the following:
1.
Elevations of each door and frame type.
2.
Details of doors, including vertical- and horizontal-edge details and metal thicknesses.
3.
Frame details for each frame type, including dimensioned profiles and metal thicknesses.
4.
Locations of reinforcement and preparations for hardware.
5.
Details of each different wall opening condition.
6.
Details of anchorages, joints, field splices, and connections.
7.
Details of accessories.
C.
Samples for Verification:
1.
Submit manufacturer’s sample of door showing face sheets, core, framing and finish.
2.
Submit manufacturer’s samples of standard colors for doors.
D.
Schedule: Provide a schedule of door/frame work prepared by or under the supervision of
supplier, using same reference numbers for details and openings as those on Drawings.
Coordinate with final Door Hardware Schedule.
1.06
INFORMATIONAL SUBMITTALS
A.
Product Test Reports: For each type of door assembly, for tests performed by a qualified
testing agency.
B.
Oversize Construction Certification: For assemblies required to be fire rated and exceeding
limitations of labeled assemblies.
C.
Submit manufacturer’s standard warranty (10 years).
1.07
A.
DELIVERY, STORAGE, AND HANDLING
Deliver materials, packaged, or crated to provide protection during transit and Project-site
storage. Do not use nonvented plastic.
1.
Provide additional protection to prevent damage to factory-finished units.
B.
Deliver welded frames with two removable spreader bars across bottom of frames, tack welded
to jambs and mullions.
C.
Store materials in clean, dry area, indoors.
PART 2 - PRODUCTS
2.01
MANUFACTURERS
1.
Provide product from one of the following subject to compliance with requirements:
FRP Doors
a.
Kawneer Company.
b.
Corrim Company.
c.
Commercial Door systems.
Aluminum Frames
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d.
e.
f.
B.
2.02
NOVEMBER 19TH, 2013
Kawneer Company.
Tubelite
Vista-Wall.
Source Limitations: Obtain FRP doors from a single source manufacturer. Obtain aluminum
frames from single source from single manufacturer.
MATERIALS AND ACCESSORIES
A.
Aluminum Members: Provide alloy and temper as recommended by manufacturer for strength,
corrosion resistance, and application of required finish and control of color; ASTM B 221 for
extrusions, ASTM B 209 for sheet/plate, with a minimum wall thickness of 0.125".
B.
All materials shall be of the same manufacturer. No splitting of Door and Frame components will
be permitted for aluminum frames.
C.
Fasteners: Provide Aluminum, non-magnetic stainless steel or other non-corrosive metal
fasteners, guaranteed by the manufacturer to be compatible with the doors, frames, stops,
panels, hardware, anchors, and other items being fastened. For exposed fasteners (if any),
provide Phillips head flat head screws with finish matching the item to be fastened.
D.
Do not use exposed fasteners, except where unavoidable for the assembly of units, or
unavoidable for the fastening of hardware. Provide only concealed screws in glazing stops.
E.
Reinforcement and Brackets: Manufacturer's standard formed or fabricated steel units, of
shapes, plates, of bars, with 2.0 ounce hot-dip zinc coating, complying with ASTM A 123,
applied after fabrication.
F.
Expansion Anchor Devices: Lead shield or toothed steel, drilling expansion bolt anchors.
G.
Bituminous Coating: Cold applied asphalt mastic complying with SSPC-PS 12, compounded for
30-mil thickness per coat.
H.
Sealants and Gaskets: Provide sealants and gaskets in the fabrication, assembly and
installation of the work, which are recommended by the manufacturer to remain permanently
elastic, non-shrinking, non-migrating and weatherproof.
2.03
Guard Bar: Provide on all existing sidelight glass framing members being worked on a new
guard bar. Push side / interior. 1/2"x 2" extruded aluminum tube with closed ends, finish to
match cladding color. Fasten with flathead, tamperproof screws same finish.
2.04
ALUMINUM FRAMING SYSTEMS
A.
Tubular Framing:
1.
Size and Type: Model: SL-4S0, 2 inches by 4.5 inches.
2.
Material: Aluminum Alloy 6063-TS, 0.12S-inch minimum wall thickness tube.
3.
Aluminum Finish: Class 1 (minimum thickness 0.7 mils) integral color, medium matte
finish including all trim
a.
Clear 215 Rl, AA-MI0CI2C22A41.
4.
Perimeter Frame Members:
ALUMINUM FRAMES & F.R.P. DOORS
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a.
b.
c.
d.
Box type with 4 enclosed sides.
Factory fabricated.
Open-back framing is not acceptable.
Applied Door Stops:
1)
2)
3)
2.05
NOVEMBER 19TH, 2013
0.62S-inch high, with screws and weatherstripping.
Pressure gasketing for weathering seal.
Counterpunch fastener holes in door stop to preserve full-metal thickness
under fastener head.
e.
Caulking:
1) Caulk joints before assembling frame members.
f.
Joints:
1)
Secure joints with fasteners.
2)
Provide hairline butt joint appearance.
g.
Hardware:
1)
Premachine and reinforce frame members for hardware m accordance with
manufacturer's standards and door hardware schedule.
2)
Factory install door hardware.
h.
Anchors:
1)
Anchors appropriate for wall conditions to anchor framing to wall materials.
2)
Door Jamb and Header Mounting Holes: Maximum of 24-inch centers.
3)
Secure head and sill members of transom, side lites, and similar conditions.
i.
Fasteners:
1)
Aluminum, 18-8 stainless steel or other non-corrosive metal.
2)
Compatible with items to be fastened
3)
Exposed fasteners with finish matching items to be fastened.
FRP DOORS
A. (FRP) Flush Doors:
1.
Flushline 350 series, 1 3/4" thick.
2.
Constructed of aluminum alloy rails and stiles, joined with steel tie rods.
3.
Stiles to be tubular shape to accept hardware as specifled.
4.
Top and bottom rails to be extruded with legs for interlocking "rigidity weather bar."
5.
Joinery to be 3/8" tie rods, top and bottom, bolted through an extruded spline and 3/16"
riveted reinforcing angles, and secured with aircraft type nuts. Doors with mid-panels are
to have an additional tie rod at the mid-panel.
6.
Adjustable astragal at meeting stiles of door pairs.
7.
Door sizes as indicated on the Drawings are approximate. Where doors are indicated to
be installed in existing openings, field-verify existing frame opening size and provide
doors sized as required to accommodate existing condition.
8.
Core of flush doors shall be froth-in-place urethane foam at 5.0 lb./cu. Ft. density and
shall have “0” O.D.P. = “Zero” Ozone Depletion Potential and contains no CFC’s
(Cholorofluorocarbons) or HCHC’s (Hydro Chlorofluorocarbons). All doors are to be
properly reinforced for hardware prior to Urethane core foaming in door.
9.
Glazing gaskets shall be either EPDM elastomeric extrusions or a thermoplastic
elastomer.
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B. Face sheets for FRP Doors are to be .120" thick with sandstone texture finish with color
throughout.
1.
Class A for all interior doors and interior face of exterior doors.
C. Color: To be selected by Architect.
D. Cutouts:
1.
2.
Manufacture doors with cutouts for required vision lites, louvers, and panels.
Factory install vision lites, louvers, and panels.
E. Hardware:
1.
Provide and factory install finish hardware for each door leaf as indicated on drawings,
specified in Section 087100 Finish Hardware.
2.
Pulls:
1)
SL-86, 8-11116" high, 6" wide, 1-3/8" recess and 1-112" bottom opening.
3.
Receive Hardware supplied in accordance with this Section, and coordinate with the
Hardware requirements of this section. Report discrepancies (in writing) to the Architect
immediately.
4.
5.
Door Bottoms :Adjustable Sweep: 1 SL-301 For exterior doors only.
Reinforce, cut, drill and tap doors and frames as required to receive Hardware, except do
not drill and tap for surface mounted closers and holders, which will be applied at the
jobsite. Comply with Hardware manufacturer's instructions and template requirements.
Use concealed fasteners wherever possible.
6.
Install all Hardware, except surface mounted closers and holders, at the fabrication plant.
Remove only Hardware as required for [mal finishing or delivery to jobsite. Package and
identify such Hardware and ship with doors and frames for installation at the project site.
7.
Painting: All existing surfaces to remain exposed, and all disturbed areas shall be painted
to match existing surfaces.
F. Heavy-Duty Doors and Frames: SDI A250.8, Level 2. At locations indicated in the Door and
Frame Schedule.
1.
Physical Performance: Level C according to SDI A250.4.
2.
All doors shall be pre-machined in accordance with templates from the hardware
manufacturer. For surface applied hardware doors shall have necessary reinforcement,
including the attachment of RlVNUT blind bolt fasteners. With the exception of door
closures and holders, which require field applications, doors are to be shipped with
hardware attached.
3.
Face sheets to be locked in with extruded interlocking edges. (No Snap-On trim will be
accepted.)
4.
Submit Evaluation report that doors do not require thermal barrier for non rated doors.
ALUMINUM FRAMES & F.R.P. DOORS
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PART 3 - EXECUTION
3.01
EXAMINATION
A.
Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances and other conditions affecting performance of the Work.
B.
Examine roughing-in for embedded and built-in anchors to verify actual locations before frame
installation.
C.
Prepare written report, endorsed by Installer, listing conditions detrimental to performance of the
Work.
D.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.02
PREPARATION
A.
Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding,
filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed
faces.
B.
Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door
hardware.
3.03
INSTALLATION
A.
General: Install FRP doors plumb, rigid, properly aligned, and securely fastened in place.
Comply with Drawings and manufacturer's written instructions.
B.
Aluminum Frames: Install aluminum frames of size and profile indicated.
1.
Set frames accurately in position; plumbed, aligned, and braced securely until permanent
anchors are set. After wall construction is complete, remove temporary braces, leaving
surfaces smooth and undamaged.
a.
Where frames are fabricated in sections because of shipping or handling
limitations, field splice at approved locations by welding face joint continuously;
grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces.
b.
Install frames with removable stops located on secure side of opening.
c.
Install door silencers in frames before grouting.
d.
Remove temporary braces necessary for installation only after frames have been
properly set and secured.
e.
Check plumb, square, and twist of frames as walls are constructed. Shim as
necessary to comply with installation tolerances.
f.
Field apply bituminous coating to backs of frames that will be filled with grout
containing antifreezing agents.
2.
Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and
secure with postinstalled expansion anchors.
a.
Floor anchors may be set with power-actuated fasteners instead of postinstalled
expansion anchors if so indicated and approved on Shop Drawings.
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3.
4.
5.
6.
7.
8.
Metal-Stud Partitions: Solidly pack mineral-fiber insulation inside frames.
Masonry Walls: Coordinate installation of frames to allow for solidly filling space between
frames and masonry with grout.
Concrete Walls: Solidly fill space between frames and concrete with mineral-fiber
insulation.
In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled
expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible
on exposed faces.
In-Place Metal or Wood-Stud Partitions: Secure slip-on drywall frames in place according
to manufacturer's written instructions.
Installation Tolerances: Adjust hollow-metal door frames for squareness, alignment,
twist, and plumb to the following tolerances:
a.
b.
c.
d.
3.04
NOVEMBER 19TH, 2013
Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line
90 degrees from jamb perpendicular to frame head.
Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal
line parallel to plane of wall.
Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of
jambs on parallel lines, and perpendicular to plane of wall.
Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.
ADJUSTING AND CLEANING
A.
Final Adjustments: Check and readjust operating hardware items immediately before final
inspection. Leave work in complete and proper operating condition. Remove and replace
defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable.
B.
Remove grout and other bonding material from hollow-metal work immediately after installation.
C.
Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of
prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.
D.
Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint
according to manufacturer's written instructions.
E.
Factory-Finish Touchup: Clean abraded areas and repair with same material used for factory
finish according to manufacturer's written instructions.
F.
Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in
painting Sections.
3.05
A.
WASTE MANAGEMENT
Coordinate with Section 01 74 19.
1.
2.
3.
Separate and recycle cut-offs and waste materials and material packaging in accordance
with Waste Management Plan and to the maximum extent economically feasible and
place in designated areas for recycling.
Set aside and protect materials suitable for reuse and/or remanufacturing.
Separate and fold up metal banding; flatten and place along with other scrap for
recycling.
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END OF SECTION 08 1113
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 08 4523 – INSULATED TRANSLUSCENT FIBERGLASS WALL SYSTEM
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes the insulated translucent sandwich panel system and accessories as shown and
specified. Work includes providing and installing:
1. Flat factory prefabricated structural insulated translucent sandwich panels
2. Aluminum installation system
3. Aluminum sill flashing
B. Related Sections:
1.
2.
3.
4.
Section 06 1000 - Rough Carpentry
Section 07 6200 - Sheet Metal Flashing and Trim
Section 07 9200 - Joint Protection
Section 08 8000 - Glazing
1.2 SUBMITTALS
A. Submit manufacturer’s product data. Include construction details, material descriptions, profiles
and finishes of components.
B. Submit shop drawings. Include elevations and details.
C. Submit manufacturer's color charts showing the full range of colors available for factory-finished
aluminum.
1. When requested, submit samples for each exposed finish required, in same thickness and
material indicated for the work and in size indicated below. If finishes involve normal color
variations, include sample sets consisting of two or more units showing the full range of
variations expected.
a.
b.
Sandwich panels: 14” x 28” units
Factory finished aluminum: 5” long sections
D. Submit Installer Certificate, signed by installer, certifying compliance with project qualification
requirements.
E. Submit product reports from a qualified independent testing agency indicating each type and
class of panel system complies with the project performance requirements, based on
comprehensive testing of current products. Previously completed reports will be acceptable if for
current manufacturer and indicative of products used on this project.
1. Reports required are:
a.
b.
c.
International Building Code Evaluation Report
Flame Spread and Smoke Developed (UL 723) – Submit UL Card
Burn Extent (ASTM D 635)
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d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
n.
o.
p.
q.
r.
NOVEMBER 19TH, 2013
Color Difference (ASTM D 2244)
Impact Strength (UL 972)
Bond Tensile Strength (ASTM C 297 after aging by ASTM D 1037)
Bond Shear Strength (ASTM D 1002)
Beam Bending Strength (ASTM E 72)
Insulation U-Factor (NFRC 100)
NFRC System U-Factor Certification (NFRC 700)
Solar Heat Gain Coefficient (NFRC or Calculations)
Condensation Resistance Factor (AAMA 1503)
Air Leakage (ASTM E 283)
Structural Performance (ASTM E 330)
Water Penetration (ASTM E 331)
1200°F Fire Resistance (SWRI)
LEED Credits
Daylight Autonomy
1.3 QUALITY ASSURANCE
A. Manufacturer's Qualifications
1. Material and products shall be manufactured by a company continuously and regularly
employed in the manufacture of specified materials for a period of at least ten consecutive
years and which can show evidence of those materials being satisfactorily used on at least six
projects of similar size, scope and location. At least three of the projects shall have been in
successful use for ten years or longer.
2. Panel system must be listed by an ANSI accredited Evaluation Service, which requires quality
control inspections and fire, structural and water infiltration testing of sandwich panel systems
by an accredited agency.
3. Quality control inspections shall be conducted at least once each year and shall include
manufacturing facilities, sandwich panel components and production sandwich panels for
conformance with AC177 “Translucent Fiberglass Reinforced Plastic (FRP) Faced Panel
Wall, Roof and Skylight Systems” as issued by the ICC-ES.
B. Installer’s Qualifications: Installation shall be by an experienced installer, which has been in the
business of installing specified panel systems for at least two consecutive years and can show
evidence of satisfactory completion of projects of similar size, scope and type.
1.4 PERFORMANCE REQUIREMENTS
A.
The manufacturer shall be responsible for the configuration and fabrication of the complete panel
system.
1. When requested, include structural analysis data signed and sealed by the qualified
professional engineer responsible for their preparation.
2. Standard panel system shall have less than 0.01 cfm/ft² air leakage by ASTM E 283 at 6.24
PSF (50 mph) and no water penetration by ASTM E 331 at 15 PSF; and structural testing by
ASTM E 330.
3. Structural Loads; Provide system capable of handling the following loads:
a.
b.
Positive Wind Load: PSF
Negative Wind Load: PSF
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1.5 DELIVERY STORAGE AND HANDLING
A. Deliver panel system, components and materials in manufacturer's standard protective
packaging.
B. Store panels on the long edge; several inches above the ground, blocked and under cover in
accordance with manufacturer's storage and handling instructions.
1.6 WARRANTY
A. Submit manufacturer's and installer's written warranty agreeing to repair or replace panel system
work, which fails in materials or workmanship within one year of the date of delivery. Failure of
materials or workmanship shall include leakage, excessive deflection, deterioration of finish on
metal in excess of normal weathering and defects in accessories, insulated translucent sandwich
panels and other components of the work.
PART 2 - PRODUCTS
2.1 MANUFACTURER
A. The basis for this specification is for products manufactured by Kalwall Corporation. Other
manufacturers may bid this project provided they comply with all of the performance requirements
of this specification and submit evidence thereof. Listing other manufacturers’ names in this
specification does not constitute approval of their products or relieve them of compliance with all
the performance requirements contained herein.
B. Kalwall Corporation, Tel: (800) 258-9777 – Fax: (603) 627-7905 – Email: [email protected]
2.2 PANEL COMPONENTS
A. Face Sheets
1. Translucent faces: Manufactured from glass fiber reinforced thermoset resins, formulated
specifically for architectural use.
a.
Thermoplastic (e.g. polycarbonate, acrylic) faces are not acceptable.
b.
Face sheets shall not deform, deflect or drip when subjected to fire or flame.
2. Interior face sheets:
a.
Flame spread: Underwriters Laboratories (UL) listed, which requires periodic
unannounced retesting, with flame spread rating no greater than 50 and smoke
developed no greater than 250 when tested in accordance with UL 723.
b.
Burn extent by ASTM D 635 shall be no greater than 1”.
3. Exterior face sheets:
a.
Color stability: Full thickness of the exterior face sheet shall not change color more than
3 CIE Units DELTA E by ASTM D 2244 after 5 years outdoor South Florida weathering at
5° facing south, determined by the average of at least three white samples with and
without a protective film or coating to ensure long-term color stability. Color stability shall
be unaffected by abrasion or scratching.
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b.
Strength: Exterior face sheet shall be uniform in strength, impenetrable by hand held
pencil and repel an impact minimum of 70 ft. lbs. without fracture or tear when impacted
by a 3-1/4” diameter, 5 lb. free-falling ball per UL 972.
4. Appearance:
a. Exterior face sheets: Smooth _0.070”_ thick and __white___ in color.
b. Interior face sheets: Smooth _0.045”_ thick and __white____ in color.
c. Face sheets shall not vary more than ± 10% in thickness and be uniform in color.
B. Grid Core
1. Thermally broken composite I-beam grid core shall be of 6005-T5 alloy and temper with
provisions for mechanical interlocking of muntin-mullion and perimeter. Width of I-beam shall
be no less than 7/16”.
2. I-beam Thermal break: Minimum 2”, thermoset fiberglass composite.
C. Laminate Adhesive
1. Heat and pressure resin type adhesive engineered for structural sandwich panel use, with
minimum 25-years field use. Adhesive shall pass testing requirements specified by the
International Code Council “Acceptance Criteria for Sandwich Panel Adhesives.”
2. Minimum tensile strength of 750 PSI when the panel assembly is tested by ASTM C 297 after
two exposures to six cycles each of the aging conditions prescribed by ASTM D 1037.
3. Minimum shear strength of the panel adhesive by ASTM D 1002 after exposure to four
separate conditions:
a.
b.
c.
d.
50% Relative Humidity at 68° F: 540 PSI
182° F: 100 PSI
Accelerated Aging by ASTM D 1037 at room temperature: 800 PSI
Accelerated Aging by ASTM D 1037 at 182° F: 250 PSI
2.3 PANEL CONSTRUCTION
A. Provide sandwich panels of flat fiberglass reinforced translucent face sheets laminated to a grid
core of mechanically interlocking I-beams. The adhesive bonding line shall be straight, cover the
entire width of the I-beam and have a neat, sharp edge.
1.
2.
3.
4.
5.
6.
Thickness: 4”
Light transmission: __20_%
Solar heat gain coefficient ___0.38_.
Panel U-factor by NFRC certified laboratory: 4” thermally broken grid _.55__.
Complete insulated panel system shall have NFRC certified U-factor of .20_.
Grid pattern: Nominal size _________; pattern __Verti-Kal__.
B. Standard panels shall deflect no more than 1.0” at 30 PSF in 10’ 0” span without a supporting
frame by ASTM E 72.
C. Standard panels shall withstand 1200°F fire for minimum one hour without collapse or exterior
flaming.
D. Thermally broken panels: Minimum Condensation Resistance Factor of 85 by AAMA 1503
measured on the bond line.
2.4 BATTENS AND PERIMETER CLOSURE SYSTEM
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KSQ ARCHITECTS PROJECT NO. 1317908.00
A.
NOVEMBER 19TH, 2013
Closure system: Thermally broken extruded aluminum 6063-T6 and 6063-T5 alloy and temper
clamp-tite screw type closure system.
B. Sealing tape: Manufacturer's standard, pre-applied to closure system at the factory under
controlled conditions.
C. Fasteners: 300 series stainless steel screws for aluminum closures, excluding final fasteners to
the building.
D. Finish:
1. Manufacturer's factory applied finish, which meets the performance requirements of AAMA
2604. Color to match existing aluminum frames (selected from manufacturer's standards).
PART 3 - EXECUTION
3.1 EXAMINATION
A. Installer shall examine substrates, supporting structure and installation conditions.
B. Do not proceed with panel installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Metal Protection:
1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting
contact surfaces with primer or by applying sealant or tape recommended by manufacturer for
this purpose.
2. Where aluminum will contact concrete, masonry or pressure treated wood, protect against
corrosion by painting contact surfaces with bituminous paint or method recommended by
manufacturer.
3.3
INSTALLATION
A. Install the panel system in accordance with the manufacturer's installation recommendations and
approved shop drawings.
1. Anchor component parts securely in place by permanent mechanical attachment system.
2. Accommodate thermal and mechanical movements.
3. Set perimeter framing in a full bed of sealant compound, or with joint fillers or gaskets to
provide weather-tight construction.
B. Install joint sealants at perimeter joints and within the panel system in accordance with
manufacturer's installation instructions.
3.4 CLEANING
A. Clean the panel system inside and outside, immediately after installation.
B. Refer to manufacturer's written recommendations.
END OF SECTION 08 45 23
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SECTION 085113 - ALUMINUM WINDOWS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes fixed and/or operable aluminum-framed windows for exterior locations.
B.
Related Sections include the following:
1.
2.
1.3
Division 08 Section "Aluminum-Framed Entrances and Storefronts" for coordinating finish
among aluminum fenestration units.
Division 08 Section "Glazing" for additional glazing requirements for aluminum windows.
DEFINITIONS
A.
Performance class designations according to AAMA/WDMA/CSA 101/I.S.2/A440-05:
1.
B.
AW: Architectural.
Performance grade number according to AAMA/WDMA/CSA 101/I.S.2/A440-05:
1.
Design pressure number in pounds force per square foot (pascals) used to determine the
structural test pressure and water test pressure.
C.
Structural Test Pressure: For uniform load structural test, is equivalent to 150 percent of the
design pressure.
D.
Minimum Test Size: Smallest size permitted for performance class (gateway test size) or as
specified elsewhere in this section, whichever is more stringent. Products must be tested at
minimum test size or at a size larger than minimum test size to comply with requirements for
performance class. Downsized test reports will not be considered acceptable.
1.4
PERFORMANCE REQUIREMENTS
A.
General: Provide aluminum windows capable of complying with performance requirements
indicated, based on testing manufacturer's windows that are representative of those specified,
and that are of minimum test size indicated below:
1.
B.
Outswing Projected Windows: 36” x 60”.
Structural Performance: Provide aluminum windows capable of withstanding the effects of the
following loads, based on testing units of the minimum test size specified herein that pass
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AAMA/WDMA/CSA 101/I.S.2/A440-05, Uniform Load Structural and Uniform Load Deflection
Tests:
1.5
1.
Uniform Load Structural Test: 180 psf (positive and negative).
2.
Uniform Load Deflection Test: 120 psf (positive and negative).
SUBMITTALS
A.
Product Data:
Include construction details, material descriptions, fabrication methods,
dimensions of individual components and profiles, hardware, finishes, and operating instructions
for each type of aluminum window indicated.
B.
Shop Drawings: Include plans, elevations, sections, details, hardware, attachments to other
work, operational clearances, installation details, and the following:
1.
2.
3.
4.
5.
C.
Mullion details, including reinforcement and stiffeners.
Joinery details.
Weather-stripping details.
Thermal-break details.
Glazing details.
Samples for Initial Selection: For units with factory-applied color finishes.
1.
Include similar samples of hardware and accessories involving color selection.
D.
Maintenance Data: For operable window sash, operating hardware and finishes to include in
maintenance manuals.
E.
Warranty: Special warranty specified in this Section.
1.6
QUALITY ASSURANCE
A.
Product Qualifications: In order to confirm that the proposed product(s) conform to the material
and performance requirements contained in these specifications, bidders shall include the
following with their bid. Failure to comply with these requirements shall cause the bid to
automatically be rejected.
1.
2.
3.
Bidder’s Acknowledgement: Bidders shall include a letter in their bid stating the
manufacturer and series (model) number of the product upon which its bid has been
based. Changes in product (manufacturer or series) will not be permitted after the bid.
Product Test Reports: Bidders submitting bids based on products other than the Basis of
Design product listed in Paragraph 2.1 must also include with their bid comprehensive
test reports not more than four years old prepared by a qualified testing agency for each
window type being used on the project. Test reports based on the use of downsized test
units will not be accepted.
Product Details: Bidders submitting bids based on products other than the Basis of
Design product listed in Paragraph 2.1 must also include with their bid full size product
details showing all frame and sash details, dimensions, thermal break construction, wall
thicknesses and joinery. Details must accurately reflect all glazing and hardware options
specified herein.
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B.
Product Requirements: For maximum performance, windows for this project must meet both
the testing requirements as contained herein and the minimum material requirements specified.
Windows that carry the applicable AAMA rating but do not meet the material thicknesses,
depths, etc. shall not be acceptable for use on this project.
C.
Installer Qualifications:
An installer acceptable to aluminum window manufacturer for
installation of units required for this Project.
D.
Source Limitations: Obtain aluminum windows through one source from a single manufacturer.
E.
Product Options: Drawings indicate size, profiles, and dimensional requirements of aluminum
windows and are based on the specific system indicated. Do not modify size and dimensional
requirements.
1.
F.
Do not modify intended aesthetic effects, as judged solely by Architect, except with
Architect's approval. If modifications are proposed, submit comprehensive explanatory
data to Architect for review.
Fenestration
Standard:
Comply
with
AAMA/WDMA/CSA 101/I.S.2/A440-05,
"Standard/Specification for Windows, Doors, and Unit Skylights” for definitions and minimum
standards of performance, materials, components, accessories, and fabrication. Comply with
more stringent requirements if indicated.
1.
Provide AAMA-certified aluminum windows.
G.
Glazing Publications: Comply with published recommendations of glass manufacturers and
with GANA's "Glazing Manual" unless more stringent requirements are indicated.
H.
Preinstallation Conference: If requested, conduct conference at project site to review methods
and procedures related to aluminum windows including, but not limited to, the following:
1.
2.
3.
4.
1.7
Review and finalize construction schedule and verify availability of materials, Installer's
personnel, equipment, and facilities needed to make progress and avoid delays.
Review, discuss, and coordinate the interrelationship of aluminum windows with other
exterior wall components.
Review and discuss the sequence of work required to construct a watertight and
weathertight exterior building envelope.
Inspect and discuss the condition of substrate and other preparatory work performed by
other trades.
PROJECT CONDITIONS
A.
Field Measurements: For retrofit installations, verify aluminum window openings by field
measurements before fabrication and indicate measurements on Shop Drawings.
1.
Established Dimensions: Where field measurements cannot be made without delaying
the Work, establish opening dimensions and proceed with fabricating aluminum windows
without field measurements. Coordinate wall construction to ensure that actual opening
dimensions correspond to established dimensions.
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1.8
NOVEMBER 19TH, 2013
WARRANTY
A.
Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or
replace aluminum windows that fail in materials or workmanship within specified warranty
period.
1.
Failures include, but are not limited to, the following:
a.
b.
c.
d.
e.
2.
Failure to meet performance requirements.
Structural failures including excessive deflection, water leakage, or air infiltration.
Faulty operation of movable sash and hardware.
Deterioration of metals or other materials beyond that which is normal.
Failure of insulating glass.
Warranty Period:
a.
b.
c.
Window: Two years from date of Substantial Completion.
Insulated Glazing: 10 years from date of Substantial Completion.
Painted Metal Finishes:
1)
Five years from date of Substantial Completion for AAMA 2603 Baked
Enamel Finishes.
2)
Twenty years from date of Substantial Completion for AAMA 2605 Superior
Performance Finishes.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Basis-of-Design Product: The basis of design for these specifications is the Standard E-Series
Project-Out windows as manufactured by Kalwall Corporation, Manchester, NY.
B.
Equivalents: Subject to compliance with all material; siteline and performance requirements
outlined in these specifications, “or equal” products by other manufacturers will be considered
for use subject to review by the Architect. The Architect’s decision regarding equivalency is
final.
2.2
MATERIALS
A.
Aluminum Extrusions: Frame and sash are constructed of tubular extruded 6063-T5 aluminum.
Enhanced thermal performance and mechanical strength is achieved using polyamide
Insulbar® thermal strut construction. All frame and sash corners are mitered and joined using
heavy internal aluminum corner gussets that are mechanically staked and epoxy sealed. All
openings are double sealed using continuous EPDM bulb, foam and wedge weather stripping to
insure minimum air infiltration and maximum water resistance. Snap-in aluminum glazing bead
for ease of field glazing. Operating and fixed windows self-drain to the building exterior.
B.
Frame Depth: 2 ¾” minimum.
C.
Fasteners: Aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials
warranted by manufacturer to be noncorrosive and compatible with aluminum window
members, trim, hardware, anchors, and other components.
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2.
NOVEMBER 19TH, 2013
All fasteners must be concealed except where unavoidable for application of hardware.
For application of hardware, where required, use non-magnetic stainless steel phillips
machine screws.
D.
Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc-coated steel
or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient
strength to withstand design pressure indicated.
E.
Compression-Type Weather Stripping: Provide compressible weather stripping designed for
permanently resilient sealing under bumper or wiper action and for complete concealment when
aluminum window is closed.
1.
F.
Weather-Stripping Material: Manufacturer's standard system and materials complying
with AAMA/WDMA/CSA 101/I.S.2/A440-05.
Sliding-Type Weather Stripping: Provide woven-pile weather stripping of wool, polypropylene,
or nylon pile and resin-impregnated backing fabric. Comply with AAMA 701/702.
1.
Weather Seals: Provide weather stripping with integral barrier fin or fins of semirigid,
polypropylene sheet or polypropylene-coated material. Comply with AAMA 701/702.
G.
Replaceable Weather Seals: Comply with AAMA 701/702.
H.
Sealant: For sealants required within fabricated windows, provide window manufacturer's
standard, permanently elastic, nonshrinking, and nonmigrating type recommended by sealant
manufacturer for joint size and movement.
2.3
WINDOW
A.
Window Type: Outswing Casement, Project-Out
B.
AAMA/WDMA Performance Requirements: Provide aluminum windows of performance
indicated that comply with AAMA/WDMA/CSA 101/I.S.2/A440-05.
1.
Performance Class and Grade: AW120 (casement), AW110 (projected) .
C.
Condensation-Resistance Factor (CRF): Provide aluminum windows tested for thermal
performance according to AAMA 1503, showing a minimum CRF of 56.
D.
Thermal Transmittance: Provide aluminum windows with a whole-window, U-factor maximum
indicated at 15-mph (24-km/h) exterior wind velocity and winter condition temperatures when
tested using Solarban 60 Low-E glass according to AAMA 1503.
1.
E.
U-Factor: 0.46 Btu/sq. ft. x h x deg F or less.
Air Infiltration:
Maximum rate not more than indicated when tested according to
AAMA/WDMA/CSA 101/I.S.2/A440-05, Air Infiltration Test.
1.
Maximum Rate: 0.10 cfm/sq. ft. of area at an inward test pressure of 6.24 lbf/sq. ft. (300
Pa).
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NOVEMBER 19TH, 2013
Water Resistance: No water leakage as defined in AAMA/WDMA referenced test methods at a
water
test
pressure
equaling
that
indicated,
when
tested
according
to
AAMA/WDMA 101/I.S.2/NAFS, Water Resistance Test.
1.
Test Pressure: 20 percent of positive design pressure, but not less than 30 lbf/sq. ft..
G.
Forced-Entry Resistance:
according to ASTM F 588.
H.
Life-Cycle
Testing:
Test
according
AAMA/WDMA/CSA 101/I.S.2/A440-05.
I.
Operating
Force
and
Auxiliary
(Durability)
Tests:
AAMA/WDMA/CSA 101/I.S.2/A440-05 for operating window types indicated.
2.4
Comply with Performance Grade 10 requirements when tested
to
AAMA 910
and
comply
Comply
with
with
INSULATED GLAZING
A.
Construction: All windows (except those receiving insulated panels) shall be factory glazed with
hermetically sealed 1 1/8” insulating glass units with a dual seal of polyisobutylene and silicone
and a desicant filled aluminum spacer. Insulated glass shall be 1 1/8” deep and must be
certified for a CBA rating. Insulated glass in vents shall be structurally glazed (non-structurally
glazed vents or those using any other glazing methods shall not be acceptable.
1.
2.5
Standard E-Series Window:
a.
Thickness: Operating sash to be glazed with 1” double glazing Kalwall panels.
b.
Tint: Crystal
HARDWARE
A.
General: Provide manufacturer's standard hardware fabricated from aluminum, stainless steel,
carbon steel complying with AAMA 907, or other corrosion-resistant material compatible with
aluminum; designed to smoothly operate, tightly close, and securely lock aluminum windows
and sized to accommodate sash or ventilator weight and dimensions. Do not use aluminum in
frictional contact with other metals.
B.
Locks and Latches: Designed to allow unobstructed movement of the sash across adjacent
sash in direction indicated and operated from the inside only.
C.
Project-Out Windows: Provide the following operating hardware.
1.
Multi point non-locking (Euro-groove) handles standard on all operating sash (locking
handles option). Handles are available in white, black or silver.
2.
Hinges: Heavy-duty stainless steel 4 bar hinges; Fully adjustable friction shoes; standard
projection = 45 degrees,
2.6
INSECT SCREENS
A.
General: Design windows and hardware to accommodate screens in a tight-fitting, removable
arrangement, with a minimum of exposed fasteners and latches. Locate screens on inside of
window.
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B.
Aluminum Insect Screen Frames: Manufacturer's standard aluminum alloy complying with
SMA 1004. Fabricate frames with mitered or coped joints or corner extrusions, concealed
fasteners, and removable PVC spline/anchor concealing edge of frame.
1.
2.
C.
Extruded-Aluminum Tubular Framing Sections and Cross Braces: Not less than 0.050inch (1.3-mm) wall thickness.
Finish: Match aluminum window members.
Aluminum Wire Fabric: 18-by-16 (1.1-by-1.3-mm) mesh of 0.011-inch- (0.28-mm-) diameter,
coated aluminum wire.
1.
2.7
NOVEMBER 19TH, 2013
Wire-Fabric Finish: Natural bright.
FABRICATION
A.
Windows must be flush vent design (overlapping vents will not be acceptable).
B.
Vents and fixed lites must have equal sightlines.
C.
Vents and fixed lites must have an integral exterior bevel.
D.
Window sightlines cannot exceed those indicated on drawings in order to maintain the intended
historic integrity.
E.
Fabricate aluminum windows in sizes indicated. Include a complete system for assembling
components and anchoring windows.
F.
Fabricate aluminum windows that are reglazable without dismantling sash or ventilator framing.
G.
Thermally Improved Construction: Fabricate aluminum windows with an integral, concealed
(products with exposed thermal barriers will not be acceptable), low-conductance thermal
barrier; located between exterior materials and window members exposed on interior side; in a
manner that eliminates direct metal-to-metal contact.
1.
2.
3.
4.
All exterior aluminum shall be separated from interior aluminum by a rigid, structural
thermal barrier. For purposes of this specification, a structural thermal barrier is defined
as a system that shall transfer shear during bending and, therefore, promote composite
action between the exterior and interior extrusions.
No thermal short circuits shall occur between the exterior and interior.
The thermal barrier shall be INSULBAR® or equal, and shall consist of two glass
reinforced polyamide nylon 6/6 struts mechanically crimped in raceways extruded in the
exterior and interior extrusions.
Poured and debridged urethane thermal barriers shall not be permitted.
H.
Weather Stripping:
ventilator.
I.
Mullions: Provide mullions and cover plates as shown, matching window units, complete with
anchors for support to structure and installation of window units. Allow for erection tolerances
and provide for movement of window units due to thermal expansion and building deflections,
as indicated. Provide mullions and cover plates capable of withstanding design loads of window
units.
ALUMINUM WINDOW
Provide full-perimeter weather stripping for each operable sash and
085113 - 7 of 10
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
J.
Subframes: Provide subframes with anchors for window units as shown, of profile and
dimensions indicated but not less than 0.093-inch thick extruded aluminum. Finish to match
window units. Provide subframes capable of withstanding design loads of window units.
K.
Factory-Glazed Fabrication: Glaze aluminum windows in the factory where practical and
possible for applications indicated. Comply with requirements in Division 08 Section "Glazing"
and with AAMA/WDMA/CSA 101/I.S.2/A440-05.
L.
Glazing Stops: Provide snap-on glazing stops coordinated with Division 08 Section "Glazing"
and glazing system indicated. Provide glazing stops to match sash and ventilator frames.
M.
Muntins: Where shown on drawings, muntins shall be 3/4” x 7/8” beveled extruded aluminum
applied to the exterior of 1 1/8” deep insulating glass (roll formed muntins shall not be
acceptable).
2.8
FINISHES, GENERAL
A.
Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B.
Finish designations prefixed by AA comply with the system established by the Aluminum
Association for designating aluminum finishes.
C.
Exterior of Window:
1.
Superior-Performance Organic Finish: AA-C12C40R1x (Chemical Finish: cleaned with
inhibited chemicals; Chemical Finish: acid-chromate-fluoride-phosphate conversion
coating; Organic Coating: as specified below). Prepare, pretreat, and apply coating to
exposed metal surfaces to comply with AAMA 2605 and with coating and resin
manufacturer’s written instructions.
a.
b.
D.
Fluoropolymer Two-Coat System: Manufacturer’s standard [two-coat] [three-coat]
thermocured system consisting of specially formulated inhibitive primer and
fluoropolymer color topcoat containing not less than 70 percent polyvinylidene
fluoride resin by weight; complying with AAMA 2605.
Color: As selected by Architect from manufacturer’s standard colors. (Note:
Exterior color may be different from interior color.)
Interior of Window:
1.
Baked-Enamel Finish: AA-C12C42R1x (Chemical Finish: cleaned with inhibited
chemicals; Chemical Finish: acid-chromate-fluoride-phosphate conversion coating;
Organic Coating: as specified below). Apply baked enamel complying with paint
manufacturer's written instructions for cleaning, conversion coating, and painting.
a.
b.
ALUMINUM WINDOW
Organic Coating: Thermosetting, modified-acrylic enamel primer/topcoat system
complying with AAMA 2603 Organic Coating: Thermosetting, modified-acrylic
enamel primer/topcoat system complying with AAMA 2603.
Color: As selected by Architect from manufacturer’s standard colors. (Note:
Exterior color may be different from interior color.)
085113 - 8 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine openings, substrates, structural support, anchorage, and conditions, with Installer
present, for compliance with requirements for installation tolerances and other conditions
affecting performance of work. Verify rough opening dimensions, levelness of sill plate, and
operational clearances. Examine wall flashings, vapor retarders, water and weather barriers,
and other built-in components to ensure a coordinated, weathertight window installation.
1.
2.
3.
4.
3.2
Masonry Surfaces: Visibly dry and free of excess mortar, sand, and other construction
debris.
Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at
joints. Ensure that nail heads are driven flush with surfaces in opening and within 3
inches (76 mm) of opening.
Metal Surfaces: Dry; clean; free of grease, oil, dirt, rust, corrosion, and welding slag;
without sharp edges or offsets at joints.
Proceed with installation only after unsatisfactory conditions have been corrected.
INSTALLATION
A.
Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing
windows, hardware, accessories, and other components.
B.
Install windows level, plumb, square, true to line, without distortion or impeding thermal
movement, anchored securely in place to structural support.
C.
Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction.
D.
Install windows and components to drain condensation, water penetrating joints, and moisture
migrating within windows to the exterior.
E.
Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic
action at points of contact with other materials.
3.3
FACTORY TESTING
A.
3.4
One window for each seventy-five manufactured shall be randomly selected by the Owner and
Architect to be tested at the manufacturer’s facility for air and water infiltration in order to
confirm compliance of the project’s windows with the performance requirements contained in
these specifications. Bidders are to include the cost of transportation, food, and lodging for four
representatives of the Owner and/or Architect to witness these tests.
ADJUSTING, CLEANING, AND PROTECTION
A.
Adjust operating sashes and ventilators, screens, hardware, and accessories for a tight fit at
contact points and weather stripping for smooth operation and weathertight closure. Lubricate
hardware and moving parts.
B.
Manufacturer shall clean all glass and aluminum prior to shipment.
ALUMINUM WINDOW
085113 - 9 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
C.
Protection of newly installed windows and/or final cleaning of glass and aluminum to remove
any accumulations that may have occurred during the construction period is to be the
responsibility of the General Contractor or Owner.
D.
Comply with manufacturer’s written recommendations for final cleaning and maintenance.
3.5
DEMONSTRATION
A.
Engage a factory-authorized service representative to train Owner's maintenance personnel to
adjust, operate, and maintain window operating system.
END OF SECTION 085113
ALUMINUM WINDOW
085113 - 10 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 08 7100 - FINISH HARDWARE
PART 1 - GENERAL
1.1
SECTION INCLUDES
A.
1.2
QUALITY ASSURANCE
A.
1.3
The required hardware items for doors are indicated in hardware sets shown herein.
Should any opening be omitted, hardware shall be provided as specified for other doors of
similar locations, function, quality and design.
Standards: All finish hardware shall conform to all the following standards:
1.
Testing Laboratories: Underwriters Laboratory (UL) and or Warnock Hersey Fire
Laboratories Division: All fire rated doors shall have hardware assemblies
approved by one of the listed laboratories. Panic hardware UL Listed only.
2.
National Fire Protection Association: NFPA 80 and NFPA 101.
3.
Builders Hardware Manufacturers Association (BHMA).
4.
American National Standards Institute (ANSI).
5.
American Disabilities Act (ADA).
B.
All products specified shall comply with the Buy American Act.
C.
Supplier: Finish hardware shall be furnished by those having a minimum of 5 years of
builders hardware experience and shall have in their employ at least one certified
Architectural Hardware Consultants (AHC) to correctly interpret the plans, detailed
drawings and specifications.
SUBMITTALS
A.
General: Submit the following in accordance with the provisions of the general contract
documents.
B.
Hardware Schedule: Submit three (3) copies of a vertical hardware schedule. Horizontal
schedules will not be accepted. Follow Door and Hardware Institute (DHI) guide lines for
scheduling. At the end of the schedule list each door number with appropriate heading
number and hardware set number. Furnish initial draft of schedule at the earliest possible
date, in order to facilitate the fabrication of other work. Furnish final schedule after
samples, manufacturer's data sheets have been approved.
C.
Product Data: Submit three (3) copies of the manufacturer’s data for each item of
hardware. Include whatever information may be necessary to show compliance with
requirements.
D.
Keying Schedule: A key schedule showing all key numbers and spaces to which each
permits entry, shall be provided. Consult with OWNER before submitting final key
schedule. After final approval has been received, the schedule and the key cabinet, along
FINISH HARDWARE
08 7100-1 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
with the key gathering envelopes containing keys for each lock endorsed with lock number
and space designation, shall be turned over to the OWNERS.
1.4
1.5
1.6
E.
Samples: Prior to submittal of the final hardware schedule and prior to delivery of
hardware, submit one (1) sample of each exposed hardware unit. Sample will be
reviewed by the ARCHITECT for design, color and texture only. Compliance with other
requirements is the exclusive responsibility of the CONTRACTOR. Samples approved by
the ARCHITECT shall be turned over to the OWNER for attic stock.
F.
Wiring Diagrams: Supplier shall furnish riser diagrams, wiring diagrams and point to point
diagrams for all electrical hardware specified herein. These diagrams shall be included
with the initial draft of the hardware schedule.
PRODUCT HANDLING
A.
Handle, store, distribute, protect and install in accordance with the manufacture's
instructions. Deliver packaged material in original containers with seals unbroken and
labels intact. Deliver assemblies completely identified and with adequate protection for
storage, handling and installation.
B.
Provide secure lock-up for hardware delivered to the project, but not yet installed. Control
the handling and installation of hardware which are not immediately replaceable, so that
completion of the work will not be delayed by hardware losses; both before and after
installation.
PROJECT CONDITIONS
A.
Coordinate hardware with other work. Tag each item or package separately, with
identification related to the final hardware schedule, and include basic installation
instructions in the package. Furnish hardware items of proper design for use on doors
and frames of the thickness, profile, swing, security and similar requirements indicated
and as necessary for proper installation and function. Deliver packaged hardware items to
the proper locations for installation.
B.
Furnish hardware templates to each fabricator of doors, frames and other work to be
factory prepared for the installation of hardware.
WARRANTIES
A.
The hardware manufacturers shall provide full replacement warranty as listed below.
-Surface Closers
-Exit Devices
-Locksets etc.
-Balance of hardware
25 years.
3 years
1 year
1 year
PART 2 - PRODUCTS
2.1
MATERIALS AND FABRICATION
A.
Hand of Door: The drawings show the swing or hand of each door leaf. Furnish each
item of hardware for proper installation and operation of the door swing shown.
FINISH HARDWARE
08 7100-2 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.2
NOVEMBER 19TH, 2013
B.
Base Metals: Produce hardware units of the basic metal and forming method indicated,
using manufacturer's standard metal alloy, composition, temper and hardness but in no
case of lesser quality material.
C.
Fasteners: Manufacture hardware to conform to published templates, generally prepared
for machine screw installation. Do not provide hardware that has been prepared for selftapping sheet metal screws.
D.
Screws: Furnish screws for installation, with each hardware item. Finish exposed screws
to match the hardware finish.
E.
Tools for Maintenance: Furnish a complete set of specialized tools as needed, for the
OWNERS continued maintenance, removal and replacement of hardware.
F.
Concealed Fasteners: Provide concealed fasteners for hardware units which are exposed
when the door is closed except to the extent no standard manufacturer's units are
available with concealed fasteners. Use thru bolts only where necessary to adequately
fasten hardware to the door.
HINGES
A.
Unless otherwise noted, all hinges shall be full mortise five knuckle ball bearing type,
template, with non-rising loose pins. All out swinging doors shall be furnished with nonremovable pins (NRP).
B.
All hinges for 1-3/4" thick doors shall be 4” wide in the open position. For other thickness
doors hinges shall be of a width to permit unobstructed swing of the doors.
C.
Size and weight of hinges shall conform to the following:
-Up to 36" ------------4-1/2" standard weight
-Over 36" to 48" --------5" heavy weight
D.
Quantity of hinges shall be provided to conform to the following:
-Doors up to 60" in heights ------------------2 hinges
-Doors 60" to 90" in height -----------------3 hinges
-Doors 90" and over ---------l hinge every 30" in height
E.
2.3
LOCKSETS, LATCHSETS ETC.
A.
2.4
All hinges shall be the products of one manufacturer.
Unless otherwise noted, all locksets and latchsets shall be heavy-duty mortise type,
function as specified in hardware sets. Furnish wrought steel box strikes. Furnish curved
lip strikes with proper lip lengths as required.
KEYS, KEYING CYLINDERS AND KEY CABINET
A. Final keying: requirements to be determined by the Owner. A meeting must take place
between the Owner, the end user, the owner's representative, and the hardware distributor
prior to cylinders Being ordered, to establish the keying requirements and required keyway.
FINISH HARDWARE
08 7100-3 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
B. Key System: Perimeter Doors and doors with electrified access control: Sargent HighSecurity Key Control System. Exterior and Interior doors shall be operated by the same high
level Master Key.
C. Interchangeable Cores: Sargent 7300B
D. Provide Concealed Key Control (CKC) keyset symbol stamping on the side of each master
keyed core. Provide visual key control for all operating and master keys.
E. Construction keying: provide brass keyed-alike temporary cores plus 10 operating keys for all
cylinders,interior and exterior.
F. Provide: Three (3) change keys for each keyed lock. Provide (3) control keys for construction
cores, and (3) control keys for permanent cores. Provide 10 copies of each level Master Key,
Grand Master Key, and/or Great Grand Master Key. Permanent keys and cores: secured
shipment direct from point of origination to the owner. Provide bitting list, ship direct from
point of origin to the owner upon project completion.
G. Provide 500 keyblanks for the owners attic stock.
H. Provide a key control system including envelopes. Labels, tags with self-locking key clips,
receipt fonns, 3-way visible card index, temporary markers, permanent markers, and
standard metal cabinet, all as recommended by system manufacturer, with capacity for 150
percent of the number oflocks required for the project.
I.
2.5
Provide four hinged panel type cabinet for wall mounting.
DOOR CLOSING DEVICES
A. All closers shall have certification by an independent testing laboratory of 10,000,000 cycles
without failure.
B. Closer cylinders shall be cast iron. Closer pinions shall be dual heat treated. Pinion and
piston shall be steel alloy. Piston diameter shall be minimum 1-1/2".
C. Closers shall be barrier free with spring tension adjustable from size 1 to size 5.
D. Closers shall maintain control of the door in all conditions. Closers shall have 3 non critical
adjusting valves: latch, main and backcheck. Backcheck shall take affect at 45 (A VB)
degrees of opening for parallel arm closers and 70 degrees for regular arm closers. Closers
with pressure relief valves are not acceptable.
E. All closers shall have forged main arms. Forearms of parallel arm closers shall be forged.
Parallel arm brackets shall be forged. All parallel arm joints shall have bronze bushings with
minimum 5/8" diameter pins. Cylinders, arms, brackets and mounting plates shall be powder
coated.
F. Provide all plates, brackets and special templates when needed for interface with particular
header, door and wall conditions and neighboring hardware. Consult factory for special
template ("ST" suffix to closer number) pricing.
G. All closers shall be installed so that closer bodies are positioned on room side of doors to and
from corridors. Out-swing doors shall have an extra heavy duty parallel arm (EDA). Parallel
arm shall be used on connecting doors between rooms.B.
H. All exterior closers shall have all weather fluid that does not require seasonal adjustment to
control speed of door, and shall exhibit the same viscosity from -30 0 F to +1200 F.
I. All closers shall have a powder coated aluminum finish on cylinder, arm and accessories.
There shall be a full metal, powder coated cover.
J. Furnish all brackets, drop plates and any other necessary hardware required to insure proper
installation.
K. All Closers shall comply with UL 10C requirements for positive pressure testing.
FINISH HARDWARE
08 7100-4 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
L. All closers shall be of one manufacturer's products. All closers shall be inspected after
installation by a factory representative to insure proper adjustment and operation.
M. Closer Series: LCN 4041H CUSH.
2.6
PROTECTION PLATES:
A.
2.7
2.8
All kick plates shall be 12” high x 2” less door width x .050 thick, beveled three sides.
FLUSH BOLTS:
A.
Manual Flush Bolts: Shall be Trimco W3917 series; furnish 3910 dustproof strikes for
all bottom bolts. Top bolts shall be furnished with proper extensions to allow for easy
operation.
B.
Automatic Flush Bolts: Shall be Trimco 3810/3820 series; furnish 3910 dustproof
strikes for all bottom bolts. Furnish wear plates as required.
C.
All flush bolts and coordinators shall be the products of one manufacturer.
EXIT DEVICES:
A. Exit Devices shall be touch bar type, as specified in hardware sets.
1. Furnish stainless steel touch bars on all exit devices
2. Touch bar and touch bar end caps shall overlap the mechanism case.
3. Touch bar sub assembly shall be minimum .160" thick, with minimum .060 supports.
4. Touch bar surface shall be minimum 2-114" high x 18" long for 36" doors, and minimum
2-114" high x 24" long for doors wider than 36".
5. Exit device touch bars shall be equipped with a fluid sound dampening feature.
B. Furnish exit devices, less bottom rod, on all cross corridor pairs of doors, where doors are for
compartmentalization only.
C. Rim and Mortise type devices shall have %" throw latch bolt. Surface and Concealed Vertical
Rod devices shall have 5/8" throw latch bolts.
1. Latch bolt security deadlocking shall be standard.
D. All fire doors shall receive devices U.L. listed Fire Exit Hardware
E. Furnish roller strikes, which interlock the door to the frame (499F) for all rim devices and
surface vertical rod devices.
F. All internal springs shall be compression type.
G. Where lever trim is specifIed, levers shall match the balance ·of the project.
1. Escutcheons ·of all lever trim shall be forged brass or bronze, with (4) thru-bolts
anchoring trim assembly to exit device chassis
2. Levers shall be solid forged brass or bronze
3. Lever return springs shall be compression type.
4. Cylinders shall be recessed from face of escutcheon.
H. Lever trim shall be breakaway type. When rotational force of 35 ft.lbs. is applied, lever trim
appears to break. Lever trim can be reset to normal function, without disassembly
FINISH HARDWARE
08 7100-5 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
1. Lever shall be protected by a shear pin, which will withstand a rotational force of 55
ft.lbs. before shearing, to prevent further damage to lever. Lever shall not separate from
the escutcheon.
I.
Where electrified latch retraction is specified, provide device with powerful continuous duty
solenoid to retract the latch bolt(s) for momentary unlocking or for extended periods of time.
1. Provide appropriate power supply and power transfers, as required for the application.
2. Use only on fire exit devices when under the control of an automatic fire alarm system.
3. Coordinate with electrical specifications and drawings, and owner's security consultant.
J.
Where electrified trim is specified, provide device with electrically locking (fail safe) or
electrically unlocking (fail secure) trim.
1. Provide appropriate power supply & power transfer(s), as required for application.
2. Use only on fIre exit devices when under the control of an automatic fIre alarm system.
3. Coordinate with electrical specifications and drawings, and owner's security consultant.
K. Furnish all necessary Glass Bead Kits where exit device may interfere with raised glass
beads on doors.
L. Certifications:
1. Devices shall be Underwriters Laboratories™listed for Panic Hardware (FVSR) SAI63
2. Fire Devices shall be Underwriters Laboratories™ listed Fire Exit Hardware (GXHX)
R450I, A Label
3. Cycle Testing: Exit devices shall be certified by an independent testing lab for 1,000,000
cycles.
M. Exit Device Series & Design: Von Duprin 99 series exit devices with outside trim as specified
in hardware sets.
2.9
WEATHER SEALS AND THRESHOLDS:
A.
Weather Seals and Thresholds: Pemco as Scheduled.
B.
Perimeter seals: shall be of compressible black Neoprene material. Housing shall be solid
alum stock. Furnish seals on three sides of the opening. Coordinate the amount of
material is required in each specifted opening.
C.
Seals shall be mechanically fastened to door frame.
D.
Door sweeps: shall be extruded aluminum and black neoprene sweep.
1. Fasten door sweeps with wood screws for wood doors and sheet metal screws for
hollow metal and fiberglass reinforced doors.
2. Door sweep shall be 1 114" in overall height with a W' high neoprene sweep.
3. Mount door sweep on the exterior side of the door, with the neoprene engaged with
the threshold or finish floor.
E.
Thresholds: shall be extruded aluminum meeting ADA requirements. They shall not
exceed 114" in height with a wall thickness of .125" unless specified otherwise.
Coordinate templates for any and all hardware, which may require cutouts or slots within
the threshold for the proper installation of that hardware.
1. Furnish threshold with non-slip epoxy abrasive bonded within the grooves of the
threshold.
FINISH HARDWARE
08 7100-6 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.
3.
4.
NOVEMBER 19TH, 2013
Thresholds shall extend a minimum of 1" past the exterior face of the door, and have
returned closed ends.
Set all thresholds in grout, and seal with silicone caulk.
Fasten thresholds with expansion shield mounting at masonry sub-straight locations,
and wood screws at wood substrate locations.
PART 3 - EXECUTION
3.1
3.2
3.3
3.4
GENERAL
A.
Approval: As soon as practical after award of Contract and before a hardware schedule is
prepared, and before any hardware is ordered or delivered to the project, the
CONTRACTOR shall submit to the ARCHITECT for his written approval, copies of sample
list, listing each of the different items of builders hardware and catalog cuts of each item.
B.
Templates: As soon as the hardware schedule is approved the hardware supplier shall
furnish to the various fabricators, required templates for fabrication purposes. Templates
shall be made available not more than (10) days after receipt of the approved hardware
schedule.
C.
Packaging and Marking: All hardware shall be shipped with proper fastenings for secure
application. Each package of hardware shall be legibly marked indicating the part of the
work for which it is intended. Markings shall correspond with the item numbers shown on
the approved hardware schedule. Keys shall be tagged within each package set and
plainly marked on the face of the envelope with the key control number, door designation
and all identification as necessary.
D.
Delivery: Delivery shall be made to the project site to the attention of the GENERAL
CONTRACTOR. Where delivery of special hardware is required at any fabricator’s plant,
the hardware supplier shall make such delivery.
INSTALLATION
A.
Mount hardware units at heights recommended in "Recommended Locations for Builders
Hardware" by BHMA, unless otherwise noted or directed by the ARCHITECT.
B.
Install each hardware unit in compliance with the manufacturer's recommendations.
ADJUST AND CLEAN
A.
Adjust and check each operating item of hardware and each door to ensure proper
operation or function of every unit. Lubricate moving parts with type lubrication
recommended by manufacturer. Replace units that cannot be adjusted.
B.
Wherever hardware installation is made more than one (1) month prior to acceptance or
occupancy of a space or area, return to the work during the week prior to acceptance
make a final check, and adjust all hardware items in such space or area. Adjust door
control devices and compensate for final operation of heating and ventilating equipment.
C.
Instruct OWNERS personnel in proper adjustment and maintenance of hardware and
hardware finishes, during the final adjustment of hardware.
HARDWARE SETS
FINISH HARDWARE
08 7100-7 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
A.
NOVEMBER 19TH, 2013
The following is a general listing of hardware requirements and is not intended for use as
a final hardware schedule. Any items of hardware required by established standards or
practices, or to meet state and local codes or proper door operation shall be furnished
whether or not specifically called out in the following listed groups.
LOCK SETS: OPERABLE AT ALL TIMES FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT
HARDWARE SET # 01
Provide each DBL door(s) with the following:
Qty
Description
Catalogue #
Finish
Mfr.
2 EA
I EA
1 EA
2 EA
1 EA
1 EA
4 EA
2 EA
2 EA
1 EA
1 SET
1 EA
1 EA
CONT.HINGE
EXIT DEVICE
EXIT DEVICE
RECESSED PULL
MORTISE CYL HOUSING
RIM CYLINDER HOUSING
CORE
SURF ACE CLOSER
KlCKPLATE
RAIN GUARD
GASKETING
SWEEP
THRESHOLD
MCK-12 lID
CD 9927NL-OP
CD 9927 EO
SL-82 BY DOOR MFG.
CLEAR
US26D
US26D
MK
V
VO
7300B
4041H CUSH
KI050 10" X2" LDW
346C
2891ANB
18061CNB
271A
AL
US32D
BLK
SAR
SAR
SAR
LCN
RC
PE
PE
PE
PE
NOTE: Two (2) mortise cylinders for cylinder dogging, one (1) cylinder used at exterior, one (1) cylinder
for removable center mullion.
NOTE: Contractor to fill/patch any old hardware preparations in existing frame that will remain that will no
longer be used with new door / hardware. Contractor is responsible for any new mortises/hardware
preparation to existing frame to accommodate new door and hardware.
HARDWARE SET # 02
Provide each SGL door(s) with the following:
Qty
Description
Catalogue #
Finish
Mfr.
1 EA
1 EA
1 EA
1 EA
1 EA
2 EA
1 EA
1 EA
1 EA
1 SET
1 EA
1 EA
CONT.HINGE
EXIT DEVICE
RECESSED PULL
MORTISE CYL HOUSING
RIM CYL HOUSING
CORES
SURFACE CLOSER
KICK PLATE
RAIN GUARD
GASKETING
SWEEP
THRESHOLD
MCK-12 HD
CD 99NL
SL-82 BY DOOR MFG.
CLEAR
US26D
MK
VO
FINISH HARDWARE
7300B
4041H CUSH
K1050 10” X 2” LDW
346C
2891ANB
18061CNB
271A
AL
US32D
BLK
SAR
SAR
SAR
LCN
RC
PE
PE
PE
PE
08 7100-8 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
NOTE: Contractor to fill/patch any old hardware preparations in existing frame that will remain that will no
longer be used with new door / hardware. Contractor is responsible for any new mortises/hardware
preparation to existing frame to accommodate new door and hardware.
HARDWARE SET # 02A
Provide each SGL door(s) with the following:
Qty
Description
Catalogue #
Finish
Mfr.
1 EA
1 EA
1 EA
1 EA
2 EA
1 EA
1 EA
1 EA
1 SET
1 EA
1 EA
CONT.HINGE
EXIT DEVICE
RECESSED PULL
MORTISE CYL HOUSING
CORE
SURFACE CLOSER
KICK PLATE
RAIN GUARD
GASKETING
SWEEP
THRESHOLD
MCK-12 HD
CD 99EO
SL-82 BY DOOR MFG.
CLEAR
US26D
MK
VO
7300B
4041H CUSH
K1050 10” X 2” LDW
346C
2891ANB
18061CNB
271A
AL
US32D
BLK
SAR
SAR
LCN
RC
PE
PE
PE
PE
HARDWARE SET # 03
Provide each SGL door(s) with the following:
Qty
Description
Catalogue #
Finish
Mfr.
1 EA
1 EA
1 EA
2 EA
1 EA
1 EA
1 EA
1 EA
1 EA
CONT.HINGE
MORTISE LOCK
RIM CYL HOUSING
CORE
SURFACE CLOSER
KICK PLATE
RAIN GUARD
SWEEP
THRESHOLD
MCK-12 HD
7800
CLEAR
MK
SAR
SAR
SAR
LCN
RC
PE
PE
PE
7300B
4041H CUSH
K1050 10” X 2” LDW
346C
18061CNB
271A
AL
US32D
HARDWARE SET # 04
Provide each SGL door(s) with the following:
Qty
Description
Catalogue #
Finish
Mfr.
2 EA
1 EA
1 EA
1 EA
3 EA
4 EA
1 EA
2 EA
2 EA
1 EA
1 SET
2 EA
1 EA
CONT.HINGE
EXIT DEVICE
EXIT DEVICE
REMOVABLE MULLION
MORTISE CYL HOUSING
CORES
RIM CYL HOUSING
SURFACE CLOSER
KICK PLATE
RAIN GUARD
GASKETING
SWEEP
THRESHOLD
MCK-12 HD
CD99NL-OP
CD99EO
KR1654
CLEAR
US26D
US26D
SP28
MK
VO
VO
VO
SAR
SAR
SAR
LCN
RC
PE
PE
PE
PE
FINISH HARDWARE
7300B
4041H CUSH
K1050 10” X 2” LDW
346C
2891ANB
18061CNB
271A
AL
US32D
BLK
08 7100-9 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
HARDWARE SET # 05
Provide each DBL door(s) with the following:
Qty
Description
Catalogue #
Finish
Mfr.
2 EA
2 EA
2 EA
2 EA
2 EA
CONT.HINGE
RECESSED PULL
SURFACE CLOSER
KICK PLATE
PUSH PLATES
MCK-12 HD
SL-82 BY DOOR MFG.
4041H CUSH
K1050 10” X 2” LDW
CLEAR
MK
AL
US32D
LCN
RC
IVE
END OF SECTION 08 7100
FINISH HARDWARE
08 7100-10 of 10
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
SECTION 08 8000 - GLAZING
PART 1 - GENERAL
1.1
A.
1.2
A.
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
The Work of this Section consists of the provision of all plant, labor, materials, equipment,
testing and services necessary to complete the work of glazing for the following products and
applications, including those specified in other Sections where glazing requirements are
specified by reference to this Section; as shown on the schedules, keynotes, drawings, as
specified herein, and as may be required by conditions and authorities having jurisdiction,
including, but not limited to, the following:
1.
2.
3.
4.
B.
Related Sections:
1.
2.
3.
4.
1.3
Windows.
Doors.
Glazed curtain walls.
Glazed Entrances and Storefront Framing.
Section 01 9113, “General Commissioning Requirements”.
Section 08 1255, "Aluminum Frames and FRP Doors"
Section 08 4113, "Aluminum Framed Entrances and Storefronts”
Section 08 5113, "Aluminum Windows"
DEFINITIONS
A.
Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined in
referenced glazing publications.
B.
Glass Thicknesses:
ASTM C 1036.
C.
Interspace: Space between lites of an insulating-glass unit that contains dehydrated air or
specified gas.
D.
Deterioration of Coated Glass: Defects developed from normal use that are attributed to the
manufacturing process and not to causes other than glass breakage and practices for
maintaining and cleaning coated glass contrary to manufacturer's directions. Defects include
peeling, cracking, and other indications of deterioration in metallic coating.
E.
Deterioration of Laminated Glass: Defects developed from normal use that are attributed to the
manufacturing process and not to glass breakage and practices for maintaining and cleaning
laminated glass contrary to manufacturer's directions. Defects include edge separation,
delamination materially obstructing vision through glass, and blemishes exceeding those
allowed by referenced laminated glass standard.
GLAZING
Indicated by thickness designations in millimeters according to
08 8000 - 1 of 16
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
F.
1.4
NOVEMBER 19TH, 2013
Deterioration of Insulating Glass: Failure of the hermetic seal under normal use due to causes
other than glass breakage and improper practices for maintaining, and cleaning insulating glass.
Evidence of failure is the obstruction of vision by dust, moisture, or film on the interior surfaces
of glass. Improper practices for maintaining and cleaning glass do not comply with the
manufacturer's directions
PERFORMANCE REQUIREMENTS
A.
General: Installed glazing systems shall withstand normal thermal movement and wind and
impact loads (where applicable) without failure, including loss or glass breakage attributable to
the following: defective manufacture, fabrication, or installation; failure of sealants or gaskets to
remain watertight and airtight; deterioration of glazing materials; or other defects in construction.
B.
Delegated Design: Design glass, including comprehensive engineering analysis according to
ASTM E 1300 by a qualified professional engineer, using the following design criteria:
C.
Design Wind Pressures: Determine design wind pressures applicable to Project according to
ASCE/SEI 7, based on heights above grade indicated on Drawings. Design wind loads
applicable to Project from design load indicated above at 33 feet (10 m) above grade, according
to ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 6.4.2,
"Analytic Procedure," based on mean roof heights above grade indicated on Drawings but not
less than 40 Ibs per s.f.
1.
2.
3.
4.
5.
6.
D.
Glass Type Factors for Wired, Patterned, and Sandblasted Glass:
1.
2.
3.
E.
Short-Duration Glass Type Factor for Patterned Glass: 1.0
Long Duration Glass Type Factor for Patterned Glass: 0.6
Short-Duration Glass Type Factor for Sandblasted Glass: 0.5
Thickness of Patterned Glass: Base design of patterned glass on thickness at thinnest part of
the glass (ASTM E 1300)
1.
F.
Wind Design Data: See Above.
Basic Wind Speed: 100mph
Importance Factor: 1.15
Exposure Category: C
Design Snow Loads: As indicated on Drawings.
Vertical Glazing: For glass surfaces sloped 15 degrees or less from vertical, design glass
to resist design wind pressure based on glass type factors for short-duration load.
Differential Shading: Design glass to resist thermal stresses induced by differential
shading within individual glass lites.
Maximum Lateral Deflection: For the following types of glass supported on all four edges,
provide thickness required that limits center deflection at design wind pressure to 1150 times
the short side length or 1 inch (25 mm), whichever is less.
a.
b.
c.
For monolithic-glass lites heat-treated to resist wind loads.
For insulating glass.
For laminated-glass lites.
G.
Minimum Glass Thickness for Exterior Lites: Not less than 3/16"
H.
Thermal Movements: Allow for thermal movements from ambient and surface temperature
changes acting on glass framing members and glazing components.
GLAZING
08 8000 - 2 of 16
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.
1.5
A.
1.6
NOVEMBER 19TH, 2013
Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material
surfaces.
PRECONSTRUCTION TESTING
Preconstruction Adhesion and Compatibility Testing: Test each glazing material type, tape
sealant, gasket, glazing accessory, and glass-framing member for adhesion to and compatibility
with elastomeric glazing sealants.
1.
Testing will not be required if data are submitted based on previous testing of current
sealant products and glazing materials matching those submitted.
2.
Use ASTM C 1087 to determine whether priming and other specific joint-preparation
techniques are required to obtain rapid, optimum adhesion of glazing sealants to glass,
tape sealants, gaskets, and glazing channel substrates.
3.
Test no fewer than eight Samples of each type of material, including joint substrates,
shims, sealant backings, secondary seals, and miscellaneous materials.
4.
Schedule sufficient time for testing and analyzing results to prevent delaying the Work.
5.
For materials failing tests, submit sealant manufacturer's written instructions for corrective
measures including the use of specially formulated primers.
ACTION SUBMITTALS
A.
Product Data: For each glass product and glazing material indicated.
B.
Glass Samples: For each type of glass product; 12 inches square.
C.
Glazing Accessory Samples: For gaskets, sealants and colored spacers, in 12-inch lengths.
Install sealant Samples between two strips of material representative in color of the adjoining
framing system.
D.
Glazing Schedule: List glass types and thicknesses for each size opening and location. Use
same designations indicated on Drawings.
E.
Delegated-Design Submittal: For glass indicated to comply with performance requirements and
design criteria, including analysis data signed and sealed by the qualified professional engineer
responsible for their preparation.
1.7
INFORMATIONAL SUBMITTALS
A.
Qualification Data: For manufacturers of laminated, insulating-glass units with, low-e coatings
glass and ceramic glazing and framing system, testing agency and sealant testing agency.
B.
Product Certificates: For glass and glazing products, from manufacturer.
C.
Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified
testing agency, for tinted glass, coated glass, laminated, insulating glass, glazing sealants and
glazing gaskets.
GLAZING
08 8000 - 3 of 16
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ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
1.
For glazing sealants, provide test reports based on testing current sealant formulations
within previous 36-month period.
D.
Preconstruction adhesion and compatibility test report.
E.
Warranties: Sample of special warranties.
1.8
NOVEMBER 19TH, 2013
QUALITY ASSURANCE
A.
Manufacturer Qualifications for Insulating-Glass Units with Sputter-Coated, Low-E Coatings: A
qualified insulating-glass manufacturer who is approved and certified by coated-glass
manufacturer.
B.
Installer Qualifications: A qualified installer who employs glass installers for this Project who are
certified under the National Glass Association's Certified Glass Installer Program.
C.
Glass Testing Agency Qualifications: A qualified independent testing agency accredited
according to the NFRC CAP 1 Certification Agency Program.
D.
Sealant Testing Agency Qualifications: An independent testing agency qualified according to
ASTM C 1021 to conduct the testing indicated.
E.
Source Limitations for Glass: Obtain from single source from single manufacturer for each
glass type.
F.
Source Limitations for Glazing Accessories:
Obtain from single source from single
manufacturer for each product and installation method.
G.
Glazing Publications: Comply with published recommendations of glass product manufacturers
and organizations below, unless more stringent requirements are indicated. Refer to these
publications for glazing terms not otherwise defined in this Section or in referenced standards.
1.
GANA Publications:
"Glazing Manual."
GANA's "Laminated Glazing Reference Manual" and GANA's
2.
AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing," and AAMA TIRA7, "Sloped Glazing Guidelines."
3.
IGMA Publication for Sloped Glazing: IGMA TB-3001, "Guidelines for Sloped Glazing."
4.
IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American Glazing
Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use."
H.
Safety Glazing Labeling: Where safety glazing labeling is indicated, permanently mark glazing
with certification label of the SGCC or the manufacturer. Label shall indicate manufacturer's
name, type of glass, thickness, and safety glazing standard with which glass complies.
I.
Insulating-Glass Certification Program: Permanently marked either on spacers or on at least
one component lite of units with appropriate certification label of IGCC.
J.
Mockups: Build mockups to verify selections made under sample submittals and to
demonstrate aesthetic effects and set quality standards for materials and execution.
1.
GLAZING
Install glazing in mockups specified in Division 08 Section "Aluminum-Framed Entrances
and Storefronts, Aluminum Windows,” “Aluminum Curtain Wall,” to match glazing
systems required for Project, including glazing methods.
08 8000 - 4 of 16
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.
K.
1.9
NOVEMBER 19TH, 2013
Approved mockups may become part of the completed Work if undisturbed at time of
Substantial Completion.
Pre-installation Conference: Conduct conference at Project site.
1.
Review and finalize construction schedule and verify availability of materials, Installer's
personnel, equipment, and facilities needed to make progress and avoid delays.
2.
Review temporary protection requirements for glazing during and after installation.
DELIVERY, STORAGE, AND HANDLING
A.
Protect glazing materials according to manufacturer's written instructions. Prevent damage to
glass and glazing materials from condensation, temperature changes, direct exposure to sun, or
other causes.
B.
Comply with insulating-glass manufacturer's written recommendations for venting and sealing
units to avoid hermetic seal ruptures due to altitude change.
1.10
A.
PROJECT CONDITIONS
Environmental Limitations: Do not proceed with glazing when ambient and substrate
temperature conditions are outside limits permitted by glazing material manufacturers and when
glazing channel substrates are wet from rain, frost, condensation, or other causes.
1.
1.11
A.
WARRANTY
Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer's standard form in
which coated-glass manufacturer agrees to replace coated-glass units that deteriorate within
specified warranty period. Deterioration of coated glass is defined as defects developed from
normal use that are not attributed to glass breakage or to maintaining and cleaning coated glass
contrary to manufacturer's written instructions. Defects include peeling, cracking, and other
indications of deterioration in coating.
1.
B.
Warranty Period: 10 years from date of Substantial Completion.
Manufacturer's Special Warranty on Laminated Glass: Manufacturer's standard form in which
laminated-glass manufacturer agrees to replace laminated-glass units that deteriorate within
specified warranty period. Deterioration of laminated glass is defined as defects developed
from normal use that are not attributed to glass breakage or to maintaining and cleaning
laminated glass contrary to manufacturer's written instructions.
Defects include edge
separation, delamination materially obstructing vision through glass, and blemishes exceeding
those allowed by referenced laminated-glass standard.
1.
C.
Do not install glazing sealants when ambient and substrate temperature conditions are
outside limits permitted by sealant manufacturer or below 40 deg F (4.4 deg C).
Warranty Period: 10 years from date of Substantial Completion.
Manufacturer's Special Warranty on Insulating Glass: Manufacturer's standard form in which
insulating-glass manufacturer agrees to replace insulating-glass units that deteriorate within
GLAZING
08 8000 - 5 of 16
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
specified warranty period. Deterioration of insulating glass is defined as failure of hermetic seal
under normal use that is not attributed to glass breakage or to maintaining and cleaning
insulating glass contrary to manufacturer's written instructions. Evidence of failure is the
obstruction of vision by dust, moisture, or film on interior surfaces of glass.
1.
Warranty Period: 10 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1
A.
GLASS PRODUCTS, GENERAL
Thickness: Where glass thickness is indicated, it is a minimum.
thicknesses as needed to comply with requirements indicated.
1.
2.
Provide glass lites in
Minimum Glass Thickness for Exterior Lites: Not less than 6.0 mm.
Thickness of Tinted Glass: Provide same thickness for each tint color indicated
throughout Project.
B.
Strength: Where float glass is indicated, provide annealed float glass, Kind HS heat-treated
float glass, or Kind FT heat-treated float glass as needed to comply with "Performance
Requirements" Article. Where heat-strengthened glass is indicated, provide Kind HS heattreated float glass or Kind FT heat-treated float glass as needed to comply with "Performance
Requirements" Article. Where fully tempered glass is indicated, provide Kind FT heat-treated
float glass.
C.
Windborne-Debris-Impact Resistance: Provide exterior glazing that passes basic-protection
testing requirements in ASTM E 1996 for Wind Zone 3 in a hurricane susceptible zone if
required and as tested according to ASTM E 1886. Test specimens shall be no smaller in width
and length than glazing indicated for use on the Project and shall be installed in same manner
as glazing indicated for use on the Project.
D.
Thermal and Optical Performance Properties: Provide glass with performance properties
specified, as indicated in manufacturer's published test data, based on procedures indicated
below:
1.
2.
3.
4.
5.
6.
2.2
A.
For monolithic-glass lites, properties are based on units with lites 6.0 mm thick.
For laminated-glass lites, properties are based on products of construction indicated.
For insulating-glass units, properties are based on units of thickness indicated for overall
unit and for each lite.
U-Factors: Center-of-glazing values, according to NFRC 100 and based on LBL's
WINDOW 5.2 computer program, expressed as Btu/sq. ft. x h x deg F.
Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values,
according to NFRC 200 and based on LBL's WINDOW 5.2 computer program.
Visible Reflectance: Center-of-glazing values, according to NFRC 300.
GLASS PRODUCTS
Float Glass: ASTM C 1036, Type I, Quality-Q3, Class I (clear) unless otherwise indicated.
GLAZING
08 8000 - 6 of 16
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
B.
Ultraclear Float Glass: ASTM C 1036, Type I, Quality-Q3, Class I, complying with other
requirements specified and with visible light transmission not less than 91 percent and solar
heat gain coefficient not less than 0.87.
1.
Product Basis of Design: Subject to compliance with requirements provide PPG
Industries, Inc.; Solarban 60, Starphire or equivalent product by one of the following:
a.
b.
c.
C.
NOVEMBER 19TH, 2013
AFG Industries, Inc.; Krystal Klear.
Guardian Industries Corp.; Ultrawhite.
Pilkington North America; Optiwhite.
Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3; Class I (clear) unless otherwise
indicated; of kind and condition indicated.
1.
2.
3.
Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortion
parallel to bottom edge of glass as installed unless otherwise indicated.
For uncoated glass, comply with requirements for Condition A.
For coated vision glass, comply with requirements for Condition C (other coated glass).
D.
Uncoated Tinted Float Glass: Class 2, complying with other requirements specified.
E.
Silicone-Coated Spandrel Glass:
ASTM C 1048, Condition C, Type I, Quality-Q3, and
complying with other requirements specified.
1.
Basis-of-Design Product: Subject to compliance with requirements, provide PPG
Industries, Inc alliance partner ICD High Performance Coatings, OPACI-COAT-300 or
comparable product by one of the following:
a.
b.
c.
2.
3.
4.
5.
2.3
A.
Glass: Tinted float.
Tint Color: Gray.
Silicone Coating Color: As selected by Architect from manufacturer's full range.
Spandrel coating to be applied to the inside third layer, on sandwich face of the inside
face of glass.
LAMINATED GLASS
Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1.
2.
3.
4.
B.
Guardian Industries
Oldcastle Glass
Viracon
PPG industries
Guardian Industries
Oldcastle Glass
Viracon.
Laminated Glass: ASTM C 1172, and complying with testing requirements in 16 CFR 1201 for
Category II materials, and with other requirements specified. Use materials that have a proven
record of no tendency to bubble, discolor, or lose physical and mechanical properties after
fabrication and installation.
GLAZING
08 8000 - 7 of 16
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1.
2.
3.
C.
Construction: Laminate glass with polyvinyl butyral interlayer or cast-in-place and curedtransparent-resin interlayer to comply with interlayer manufacturer's written
recommendations.
Interlayer Thickness: Provide thickness not less than that indicated and as needed to
comply with requirements.
Interlayer Color: Clear unless otherwise indicated.
Windborne-Debris-Impact-Resistant Laminated Glass: ASTM C 1172, and complying with
testing requirements in 16 CFR 1201 for Category II materials, with "Windborne-Debris-Impact
Resistance" Paragraph in "Glass Products, General" Article, and with other requirements
specified. Use materials that have a proven record of no tendency to bubble, discolor, or lose
physical and mechanical properties after fabrication and installation.
1.
Construction: Laminate glass with one of the following to comply with interlayer
manufacturer's written recommendations:
a.
b.
c.
d.
e.
2.
3.
D.
2.4
A.
Interlayer Thickness: Provide thickness not less than that indicated and as needed to
comply with requirements.
Interlayer Color: Clear unless otherwise indicated.
INSULATING GLASS
Manufacturers: Subject to compliance with requirements, available manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
Guardian Industries
Oldcastle Glass
PPG industries
Viracon.
Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated by
a dehydrated interspace, qualified according to ASTM E 2190, and complying with other
requirements specified.
1.
2.
3.
C.
Polyvinyl butyral interlayer.
Polyvinyl butyral interlayers reinforced with polyethylene terephthalate film.
Ionoplast interlayer.
Cast-in-place and cured-transparent-resin interlayer.
Cast-in-place and cured-transparent-resin interlayer reinforced with polyethylene
terephthalate film.
Glass: Comply with applicable requirements in "Glass Products" Article as indicated by
designations in "Laminated-Glass Types" Article.
1.
2.
3.
4.
B.
NOVEMBER 19TH, 2013
Sealing System: Dual seal, with manufacturer's standard primary and secondary.
Spacer: Manufacturer's standard spacer material and construction based on design
requirements.
Desiccant: Molecular sieve or silica gel, or blend of both.
Glass: Comply with applicable requirements in "Glass Products" Article and in "Laminated
Glass" Article as indicated by designations in "Insulating-Glass Types" Article and in "InsulatingLaminated-Glass Types" Article.
GLAZING
08 8000 - 8 of 16
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KSQ ARCHITECTS PROJECT NO. 1317908.00
NOVEMBER 19TH, 2013
GLAZING UNITS AND SCHEDULE
GLAZING TYPE
2.11
LOCATION
MONOLITHIC-GLASS TYPES
A.
Glass Type: Clear fully tempered float glass.
1. Thickness: 6.0 mm. (or as designated elsewhere)
2. Provide safety glazing labeling.
Non-rated interior glazing within
18 inches of the finished floor,
interior swinging doors, panels
within a 24-inch arc of either vertical edge of a door.
D.
Glass Type: Ultraclear heat-strengthened float glass and fully
tempered float glass, as part of insulating assembly unit.
1. Thickness: 6.0 mm.
2. Provide safety glazing labeling.
Part of assembly.
E.
Glass Type: Patterned glass.
1.
Thickness: 6.0 mm.
F.
Glass Type: Tempered patterned glass.
1.
Thickness: [4.0] [5.0] [6.0] mm.
2.
Provide safety glazing labeling.
2.12
G.
LAMINATED-GLASS TYPES
Glass Type: Clear laminated glass with two plies of heatstrengthened float glass and fully tempered float glass (refer to
drawing for locations).
1.
2.
3.
H.
Exterior Windborne-part of assembly
Thickness of Each Glass Ply: 6.0 mm.
Interlayer Thickness: 0.060 inch (1.52 mm).
Provide safety glazing labeling where required.
Glass Type:
Silicone-coated, Ultra Clear Low-e coated,
insulating laminated spandrel glass. PPG basis of design Solarban 60 (2) Starphire + Starphire inboard laminate with
Opaci-Coat silicone coating on surface #6. Color to be selected
by architect.
1.
2.
3.
4.
5.
6.
7.
8.
9.
GLAZING
Overall Unit Thickness: 1-5/16 inch (30 mm).
Thickness of Each Glass Lite: 6.0 mm.
Outdoor Lite: Ultra clear heat-strengthened float glass
and/or fully tempered float glass.
Interspace Content: Argon.
Indoor Lite:
Exterior Windborne – Debris Impact Resistant
Ultra clear laminated glass with two
plies of heat strengthened float glass.
a.
Thickness of Each Glass Ply: 6.0 mm.
b.
Interlayer Thickness: 0.090 inch (2.29 mm).
Low-E Coating: Magnetic sputtered on second (2) surface
Silicone coating: Opaci-coat silicone coating on (6) sixth
surface.
Winter Nighttime U-Factor: .24 maximum.
Summer Daytime U-Factor: .21 maximum
08 8000 - 9 of 16
GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.13
I.
INSULATING-LAMINATED-GLASS TYPES
Glass Type: Ultra Clear Low-e-coated, insulating laminated
glass. PPG basis of design - Solarban 60 (2) Starphire +
Starphire inboard laminate.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
2.5
A.
2.6
A.
Exterior Fixed and Operable Glazing/windows
Exterior Doors, side-lites
Windborne – Debris Impact Resistant
Dense Compression Gaskets: Molded or extruded gaskets of profile and hardness required to
maintain watertight seal, made from one of the following:
Neoprene complying with ASTM C 864.
EPDM complying with ASTM C 864.
Silicone complying with ASTM C 1115.
Thermoplastic polyolefin rubber complying with ASTM C 1115.
Soft Compression Gaskets: Extruded or molded, closed-cell, integral-skinned neoprene,
EPDM, silicone, or thermoplastic polyolefin rubber gaskets complying with ASTM C 509,
Type II, black; of profile and hardness required to maintain watertight seal.
1.
C.
Overall Unit Thickness: 1-5/16 inch (30 mm).
Thickness of Outdoor Lite: 6.0 mm.
Outdoor Lite:
Heat-strengthened float glass/Fully
tempered float glass (see locations on drawings).
Interspace Content: Argon.
Indoor Lite: Ultra Clear laminated glass with two plies of
heat-strengthened float glass.
a.
Thickness of Each Glass Ply: 6.0 mm.
b.
Interlayer Thickness: 0.090 inch (2.29 mm).
Low-E Coating: Magnetic sputtered on second surface.
Visible Light Transmittance: 73 percent minimum.
Winter Nighttime U-Factor: .23 maximum.
Summer Daytime U-Factor: .21 maximum.
Solar Heat Gain Coefficient: .39 maximum.
Provide safety glazing labeling, where required
GLAZING GASKETS
1.
2.
3.
4.
B.
NOVEMBER 19TH, 2013
Application: Use where soft compression gaskets will be compressed by inserting dense
compression gaskets on opposite side of glazing or pressure applied by means of
pressure-glazing stops on opposite side of glazing.
Lock-Strip Gaskets: Neoprene extrusions in size and shape indicated, fabricated into frames
with molded corner units and zipper lock-strips, complying with ASTM C 542, black.
GLAZING SEALANTS
General:
1.
GLAZING
Compatibility: Provide glazing sealants that are compatible with one another and with
other materials they will contact, including glass products, seals of insulating-glass units,
and glazing channel substrates, under conditions of service and application, as
demonstrated by sealant manufacturer based on testing and field experience.
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2.
3.
4.
B.
Suitability: Comply with sealant and glass manufacturers' written instructions for
selecting glazing sealants suitable for applications indicated and for conditions existing at
time of installation.
Sealants used inside the weatherproofing system, shall have a VOC content of not more
than 250 g/L when calculated according to 40 CFR 59, Subpart D (EPA Method 24).
Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer's full
range.
Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S,
Grade NS, Class 100/50, Use NT.
1.
Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.
b.
c.
d.
e.
f.
2.
C.
Dow Corning Corporation; 790.
GE Advanced Materials - Silicones; SilPruf LM SCS2700.
May National Associates, Inc.; Bondaflex Sil 290.
Pecora Corporation; 890.
Sika Corporation, Construction Products Division; SikaSil-C990.
Tremco Incorporated; Spectrem 1.
Applications: For weather seal.
Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S,
Grade NS, Class 25, Use NT.
1.
Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.
b.
c.
d.
e.
f.
2.
D.
NOVEMBER 19TH, 2013
Dow Corning Corporation; 799.
GE Advanced Materials - Silicones; UltraGlaze SSG4000
May National Associates, Inc.; Bondaflex Sil 200 GPN or Bondaflex Sil 201 FC.
Polymeric Systems, Inc.; PSI-631.
Schnee-Morehead, Inc., an ITW company; SM5731 Poly-Glaze Plus.
Tremco Incorporated; Proglaze SSG or Tremsil 600.
Applications: For structural seal.
Glazing Sealant: Acid-curing silicone glazing sealant complying with ASTM C 920, Type S,
Grade NS, Class 25, Use NT.
1.
Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include, but are not limited to, the following:
a.
b.
c.
Dow Corning Corporation; 795.
General Electric; Siliglaze-II 2800
Tremco Incorporated; Spectrum 2
2.
Applications: Fire and Safety Rated Glazing
3.
Glazing Sealants for Fire-Rated Glazing Products: Products that are approved by testing
agencies that listed and labeled fire-resistant glazing products with which they are used
for applications and fire-protection ratings indicated.
GLAZING
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2.7
A.
GLAZING TAPES
Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based, 100 percent solids elastomeric
tape; nonstaining and nonmigrating in contact with nonporous surfaces; with or without spacer
rod as recommended in writing by tape and glass manufacturers for application indicated; and
complying with ASTM C 1281 and AAMA 800 for products indicated below:
1.
2.
3.
B.
AAMA 804.3 tape, where indicated.
AAMA 806.3 tape, for glazing applications in which tape is subject to continuous
pressure.
AAMA 807.3 tape, for glazing applications in which tape is not subject to continuous
pressure.
Expanded Cellular Glazing Tapes: Closed-cell, PVC foam tapes; factory coated with adhesive
on both surfaces; and complying with AAMA 800 for the following types:
1.
2.
2.8
NOVEMBER 19TH, 2013
AAMA 810.1, Type 1, for glazing applications in which tape acts as the primary sealant.
AAMA 810.1, Type 2, for glazing applications in which tape is used in combination with a
full bead of liquid sealant.
MISCELLANEOUS GLAZING MATERIALS
A.
General: Provide products of material, size, and shape complying with referenced glazing
standard, requirements of manufacturers of glass and other glazing materials for application
indicated, and with a proven record of compatibility with surfaces contacted in installation.
B.
Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.
C.
Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or
minus 5.
D.
Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass
manufacturer to maintain glass lites in place for installation indicated.
E.
Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side
walking).
F.
Cylindrical Glazing Sealant Backing: ASTM C 1330, Type O (open-cell material), of size and
density to control glazing sealant depth and otherwise produce optimum glazing sealant
performance.
G.
Perimeter Insulation for Fire-Resistive Glazing: Product that is approved by testing agency that
listed and labeled fire-resistant glazing product with which it is used for application and fireprotection rating indicated.
2.9
A.
FABRICATION OF GLAZING UNITS
Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and face
clearances, edge and surface conditions, and bite complying with written instructions of product
manufacturer and referenced glazing publications, to comply with system performance
requirements.
GLAZING
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B.
Clean-cut or flat-grind vertical edges of butt-glazed monolithic lites to produce square edges
with slight chamfers at junctions of edges and faces.
C.
Grind smooth and polish exposed glass edges and corners.
PART 3 - EXECUTION
3.1
A.
B.
3.2
EXAMINATION
Examine framing, glazing channels, and stops, with Installer present, for compliance with the
following:
1.
Manufacturing and installation tolerances, including those for size, squareness, and
offsets at corners.
2.
Presence and functioning of weep systems.
3.
Minimum required face and edge clearances.
4.
Effective sealing between joints of glass-framing members.
Proceed with installation only after unsatisfactory conditions have been corrected.
PREPARATION
A.
Clean glazing channels and other framing members receiving glass immediately before glazing.
Remove coatings not firmly bonded to substrates.
B.
Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed so
that exterior and interior surfaces are readily identifiable. Do not use materials that will leave
visible marks in the completed work.
3.3
GLAZING, GENERAL
A.
Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and
other glazing materials, unless more stringent requirements are indicated, including those in
referenced glazing publications.
B.
Adjust glazing channel dimensions as required by Project conditions during installation to
provide necessary bite on glass, minimum edge and face clearances, and adequate sealant
thicknesses, with reasonable tolerances.
C.
Protect glass edges from damage during handling and installation. Remove damaged glass
from Project site and legally dispose of off Project site. Damaged glass is glass with edge
damage or other imperfections that, when installed, could weaken glass and impair
performance and appearance.
D.
Apply primers to joint surfaces where required for adhesion of sealants, as determined by
preconstruction testing.
GLAZING
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E.
Install setting blocks in sill rabbets, sized and located to comply with referenced glazing
publications, unless otherwise required by glass manufacturer. Set blocks in thin course of
compatible sealant suitable for heel bead.
F.
Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.
G.
Provide spacers for glass lites where length plus width is larger than 50 inches (1270 mm).
1.
Locate spacers directly opposite each other on both inside and outside faces of glass.
Install correct size and spacing to preserve required face clearances, unless gaskets and
glazing tapes are used that have demonstrated ability to maintain required face
clearances and to comply with system performance requirements.
2.
Provide 1/8-inch (3-mm) minimum bite of spacers on glass and use thickness equal to
sealant width. With glazing tape, use thickness slightly less than final compressed
thickness of tape.
H.
Provide edge blocking where indicated or needed to prevent glass lites from moving sideways
in glazing channel, as recommended in writing by glass manufacturer and according to
requirements in referenced glazing publications.
I.
Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.
J.
Set glass lites with proper orientation so that coatings face exterior or interior as specified.
K.
Retain both paragraphs below if glazing with wedge-shaped gaskets are required for Project.
L.
Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant or
gasket on opposite side, provide adequate anchorage so gasket cannot walk out when
installation is subjected to movement.
M.
Square cut wedge-shaped gaskets at corners and install gaskets in a manner recommended by
gasket manufacturer to prevent corners from pulling away; seal corner joints and butt joints with
sealant recommended by gasket manufacturer.
3.4
TAPE GLAZING
A.
Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush
with or protrude slightly above sightline of stops.
B.
Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to
make them fit opening.
C.
Cover vertical framing joints by applying tapes to heads and sills first and then to jambs. Cover
horizontal framing joints by applying tapes to jambs and then to heads and sills.
D.
Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped.
Seal joints in tapes with compatible sealant approved by tape manufacturer.
E.
Do not remove release paper from tape until right before each glazing unit is installed.
F.
Apply heel bead of elastomeric sealant.
GLAZING
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G.
Center glass lites in openings on setting blocks and press firmly against tape by inserting dense
compression gaskets formed and installed to lock in place against faces of removable stops.
Start gasket applications at corners and work toward centers of openings.
H.
Apply cap bead of elastomeric sealant over exposed edge of tape.
3.5
GASKET GLAZING (DRY)
A.
Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings
exactly, with allowance for stretch during installation.
B.
Insert soft compression gasket between glass and frame or fixed stop so it is securely in place
with joints miter cut and bonded together at corners.
C.
Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks and
press firmly against soft compression gasket by inserting dense compression gaskets formed
and installed to lock in place against faces of removable stops. Start gasket applications at
corners and work toward centers of openings. Compress gaskets to produce a weathertight
seal without developing bending stresses in glass.
Seal gasket joints with sealant
recommended by gasket manufacturer.
D.
Installation with Pressure-Glazing Stops: Center glass lites in openings on setting blocks and
press firmly against soft compression gasket. Install dense compression gaskets and pressureglazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to
produce a weathertight seal without developing bending stresses in glass. Seal gasket joints
with sealant recommended by gasket manufacturer.
E.
Install gaskets so they protrude past face of glazing stops.
3.6
SEALANT GLAZING (WET)
A.
Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass
lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding
into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers
and backings in place and in position to control depth of installed sealant relative to edge
clearance for optimum sealant performance.
B.
Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond
of sealant to glass and channel surfaces.
C.
Tool exposed surfaces of sealants to provide a substantial wash away from glass.
3.7
A.
LOCK-STRIP GASKET GLAZING
Comply with ASTM C 716 and gasket manufacturer's written instructions.
supplementary wet seal and weep system unless otherwise indicated.
GLAZING
Provide
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3.8
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CLEANING AND PROTECTION
A.
Protect exterior glass from damage immediately after installation by attaching crossed
streamers to framing held away from glass. Do not apply markers to glass surface. Remove
nonpermanent labels and clean surfaces.
B.
Protect glass from contact with contaminating substances resulting from construction
operations. If, despite such protection, contaminating substances do come into contact with
glass, remove substances immediately as recommended in writing by glass manufacturer.
C.
Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at
frequent intervals during construction, but not less than once a month, for buildup of dirt, scum,
alkaline deposits, or stains; remove as recommended in writing by glass manufacturer.
D.
Remove and replace glass that is broken, chipped, cracked, or abraded or that is damaged from
natural causes, accidents, and vandalism, during construction period.
E.
Wash glass on both exposed surfaces in each area of Project not more than four days before
date scheduled for inspections that establish date of Substantial Completion. Wash glass as
recommended in writing by glass manufacturer.
3.9
A.
WASTE MANAGEMENT
Coordinate with Section 01 7423.
1.
Separate and recycle cut-offs and waste materials and material packaging in accordance
with Waste Management Plan and to the maximum extent economically feasible and
place in designated areas for recycling.
2.
Set aside and protect materials suitable for reuse and/or remanufacturing.
3.
Separate and fold up metal banding; flatten and place along with other metal scrap for
recycling in designated area.
END OF SECTION 08 8000
GLAZING
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SECTION 09 5113 - ACOUSTICAL PANEL CEILINGS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 1 Specification Sections, apply to this Section.
1.02 SUMMARY
A.
This Section includes ceilings composed of acoustical panels and exposed suspension systems.
1.03 SUBMITTALS
A.
General: Submit each item in this Article according to the Conditions of the Contract and Division 1
Specification Sections.
B.
Product data for each type of product specified.
C.
Coordination drawings for reflected ceiling plans drawn accurately to scale and coordinating
penetrations and ceiling-mounted items. Show the following:
1. Ceiling suspension system members.
2. Method of attaching suspension system hangers to building structure.
3. Ceiling-mounted items including light fixtures; air outlets and inlets; speakers; sprinklers; and
special moldings at walls, column penetrations, and other junctures of acoustical ceilings with
adjoining construction.
4. Minimum Drawing Scale: 1/8 inch = 1 foot.
D.
Samples for initial selection in the form of manufacturer's color charts consisting of actual acoustical
panels or sections of panels and sections of suspension system members showing the full range of
colors, textures, and patterns available for each ceiling assembly indicated.
E.
Samples for verification of each type of exposed finish required, prepared on samples of size
indicated below. Where finishes involve normal color and texture variations, include sample sets
showing the full range of variations expected.
1. 6-inch-square samples of each acoustical panel type, pattern, and color.
2. Set of 12-inch-long samples of exposed suspension system members, including moldings, for
each color and system type required.
F.
Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate
their capabilities and experience. Include lists of completed projects with project names and
addresses, names and addresses of architects and owners, and other information specified.
G.
Product test reports from a qualified independent testing agency that are based on its testing of
current products for compliance of acoustical panel ceilings and components with requirements.
H.
Research reports or evaluation reports of the model code organization acceptable to authorities
having jurisdiction that show compliance of acoustical panel ceilings and components with the
building code in effect for the Project.
ACOUSTICAL PANEL CEILINGS
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1.04 QUALITY ASSURANCE
A.
Installer Qualifications: Engage an experienced Installer who has completed acoustical panel
ceilings similar in material, design, and extent to that indicated for this Project and with a record of
successful in-service performance.
B.
Fire-Test-Response Characteristics: Provide acoustical panel ceilings that comply with the following
requirements:
1. Fire-response tests are performed by a qualified testing and inspecting agency. Qualified
testing and inspecting agencies include Underwriters Laboratories (UL), Warnock Hersey, or
another agency that is acceptable to authorities having jurisdiction and that performs testing and
follow-up services.
2. Surface-burning characteristics of acoustical panels comply with ASTM E 1264 for Class A
materials as determined by testing identical products per ASTM E 84.
C.
Single-Source Responsibility for Ceiling Units: Obtain each type of acoustical ceiling panel from a
single source with resources to provide products of consistent quality in appearance and physical
properties without delaying the Work.
D.
Single-Source Responsibility for Suspension System: Obtain each type of suspension system from
a single source with resources to provide products of consistent quality in appearance and physical
properties without delaying the Work.
1.05 DELIVERY, STORAGE, AND HANDLING
A.
Deliver acoustical panels and suspension system components to Project site in original, unopened
packages and store them in a fully enclosed space where they will be protected against damage
from moisture, direct sunlight, surface contamination, and other causes.
B.
Before installing acoustical panels, permit them to reach room temperature and a stabilized moisture
content.
C.
Handle acoustical panels carefully to avoid chipping edges or damaging units in any way.
1.06 PROJECT CONDITIONS
A.
Space Enclosure and Environmental Limitations: Do not install acoustical panel ceilings until spaces
are enclosed and weatherproof, wet-work in spaces is completed and dry, work above ceilings is
complete, and ambient temperature and humidity conditions are being maintained at the levels
indicated for Project when occupied for its intended use.
1.07 COORDINATION
A.
Coordinate layout and installation of acoustical panels and suspension system components with
other construction that penetrates ceilings or is supported by them, including light fixtures, HVAC
equipment, fire-suppression system components (if any), and partition assemblies (if any).
1.08 EXTRA MATERIALS
A.
Furnish extra materials described below that match products installed, are packaged with protective
covering for storage, and are identified with labels clearly describing contents.
ACOUSTICAL PANEL CEILINGS
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Acoustical Ceiling Units: Furnish quantity of full-size units equal to 5.0 percent of amount
installed.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A.
Available Manufacturers: Subject to compliance with requirements, manufacturers whose acoustical
panels may be incorporated in the Work include, but are not limited to, the following:
1. Armstrong World Industries, Inc.
2. The Celotex Corporation.
3. USG Interiors, Inc.
B.
Available Products: Subject to compliance with requirements, products that may be incorporated in
the Work include, but are not limited to, the products specified in the Acoustical Panel Ceiling
Schedule at the end of this Section.
2.02 ACOUSTICAL PANELS, GENERAL
A.
Acoustical Panel Standard: Provide manufacturer's standard panels of configuration indicated that
comply with ASTM E 1264 classifications as designated by types, patterns, acoustical ratings, and
light reflectances, unless otherwise indicated.
1. Mounting Method for Measuring Noise Reduction Coefficient (NRC): Type E-400 [plenum
mounting in which face of test specimen is 15-3/4 inches away from the test surface] per
ASTM E 795.
B.
Acoustical Panel Colors and Patterns: Match appearance characteristics indicated for each product
type.
C.
Panel Characteristics: Comply with requirements indicated on each Acoustical Panel Ceiling
Schedule at the end of this Section, including those referencing ASTM E 1264 classifications.
2.03 METAL SUSPENSION SYSTEMS, GENERAL
A.
Metal Suspension System Standard: Provide manufacturer's standard metal suspension systems of
types, structural classifications, and finishes indicated that comply with applicable ASTM C 635
requirements.
B.
Finishes and Colors:
indicated.
C.
Attachment Devices: Size for 5 times the design load indicated in ASTM C 635, Table 1, Direct
Hung unless otherwise indicated.
D.
Wire Hangers, Braces, and Ties: Provide wires complying with the following requirements:
1. Zinc-Coated Carbon Steel Wire (Locker Rooms and Toilet Rooms): ASTM A 641, Class 1 zinc
coating, soft temper.
2. Nickel-Copper Alloy Wire: ASTM B 164, nickel-copper alloy UNS N04400.
3. Size: Select wire diameter so that its stress at 3 times the hanger design load (ASTM C 635,
Table 1, Direct Hung) will be less than the yield stress of wire, but provide not less than 0.106inch-diameter wire.
ACOUSTICAL PANEL CEILINGS
Provide manufacturer's standard factory-applied finish for type of system
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E.
Hanger Rods (if required): Mild steel, zinc coated, or protected with rust-inhibitive paint.
F.
Flat Hangers (if required): Mild steel, zinc coated, or protected with rust-inhibitive paint.
G.
Angle Hangers (if required): Angles with legs not less than 7/8 inch wide, formed with 0.0396-inchthick galvanized-steel sheet complying with ASTM A 446, G 90 Coating Designation, with bolted
connections and 5/16-inch-diameter bolts.
H.
Sheet-Metal Edge Moldings and Trim: Type and profile indicated, or if not indicated, manufacturer's
standard moldings for edges and penetrations that fit acoustical panel edge details and suspension
systems indicated; formed from sheet metal of same material and finish as that used for exposed
flanges of suspension system runners.
1. For lay-in panels with reveal edge details, provide stepped-edge molding that forms reveal of
same depth and width as that formed between edge of panel and flange at exposed suspension
member.
2. For circular penetrations of ceiling, provide edge moldings fabricated to diameter required to fit
penetration exactly.
I.
Hold-Down Clips for Non-Fire-Resistance-Rated Ceilings: For interior ceilings composed of
acoustical panels weighing less than 1 lb per sq. ft., provide hold-down clips spaced 24 inches o.c.
on all cross tees.
J.
Impact Clips: Where indicated, provide manufacturer's standard impact-clip system design to absorb
impact forces against acoustical panels.
K.
Carrying Channels: Provide carrying channels as indicated on the drawings in the High School
Auditorium.
2.04 NON-FIRE-RESISTANCE-RATED, DIRECT-HUNG SUSPENSION SYSTEMS
A.
Wide-Face, Capped, Double-Web, Steel Suspension System: Main and cross runners roll formed
from prepainted or electrolytic zinc-coated, cold-rolled steel sheet, with prefinished 15/16-inch-wide
metal caps on flanges; other characteristics as follows:
1. Structural Classification: Intermediate-duty system.
2. End Condition of Cross Runners: Override (stepped) or butt-edge type, as standard with
manufacturer.
3. Cap Material and Finish: Steel sheet painted white.
B.
Wide-Face, Aluminum-Capped, Double-Web, Hot-Dip Galvanized-Steel Suspension System (Locker
Rooms and Toilet Rooms): Main and cross runners roll formed from hot-dip galvanized, cold-rolled
steel sheet, with prefinished 15/16-inch-wide aluminum caps on flanges; other characteristics as
follows:
1. Structural Classification: Intermediate-duty system.
2. Zinc Coating: ASTM A 525, G 60.
3. Finish: Painted white.
C.
Available Products: Subject to compliance with requirements, suspension systems that may be
incorporated in the Work include, but are not limited to, the following:
1. Wide-Face, Capped, Double-Web, Steel Suspension Systems:
a. Prelude 15/16" Exposed Tee System; Armstrong World Industries, Inc.
2. Wide-Face, Aluminum-Capped, Double-Web, Hot-Dip Galvanized-Steel Suspension Systems:
a. Prelude Plus; Armstrong World Industries, Inc.
2.05 ACOUSTICAL SEALANT
ACOUSTICAL PANEL CEILINGS
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A.
Acoustical Sealant for Exposed and Concealed Joints: Manufacturer's standard nonsag, paintable,
nonstaining latex sealant complying with ASTM C 834 and the following requirements:
1. Product is effective in reducing airborne sound transmission through perimeter joints and
openings in building construction as demonstrated by testing representative assemblies per
ASTM E 90.
2. Product has flame-spread and smoke-developed ratings of less than 25 per ASTM E 84.
B.
Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, nonhardening,
nonskinning, nonstaining, gunnable, synthetic rubber sealant recommended for sealing interior
concealed joints to reduce transmission of airborne sound.
C.
Available Products: Subject to compliance with requirements, acoustical sealants that may be
incorporated in the Work include, but are not limited to, the following:
1. Acoustical Sealant for Exposed and Concealed Joints:
a. AC-20 FTR Acoustical and Insulation Sealant; Pecora Corp.
b. SHEETROCK Acoustical Sealant; United States Gypsum Company.
2. Acoustical Sealant for Concealed Joints:
a. BA-98; Pecora Corp.
b. Tremco Acoustical Sealant; Tremco, Inc.
PART 3 - EXECUTION
3.01 EXAMINATION
A.
Examine substrates and structural framing to which acoustical panel ceilings attach or abut, with
Installer present, for compliance with requirements specified in this and other Sections that affect
ceiling installation and anchorage. Do not proceed with installation until unsatisfactory conditions
have been corrected.
3.02 PREPARATION
A.
Coordination: Furnish layouts for cast-in-place anchors, clips, and other ceiling anchors whose
installation is specified in other Sections.
B.
Measure each ceiling area and establish the layout of acoustical panels to balance border widths at
opposite edges of each ceiling. Avoid using less-than-half-width panels at borders, and conform to
the layout shown on reflected ceiling plans.
3.03 INSTALLATION
A.
General: Install acoustical panel ceilings to comply with publications referenced below per
manufacturer's instructions and CISCA "Ceiling Systems Handbook."
1. Standard for Ceiling Suspension System Installations: Comply with ASTM C 636.
2. Standard for Ceiling Suspension Systems Requiring Seismic Restraint:
Comply with
ASTM E 580.
B.
Suspend ceiling hangers from building's structural members and as follows:
1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum
that are not part of the supporting structure or of the ceiling suspension system.
2. Splay hangers only where required to miss obstructions; offset resulting horizontal forces by
bracing, countersplaying, or other equally effective means.
ACOUSTICAL PANEL CEILINGS
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3.
4.
5.
6.
7.
8.
9.
NOVEMBER 19TH, 2013
Where width of ducts and other construction within ceiling plenum produces hanger spacings
that interfere with the location of hangers at spacings required to support standard suspension
system members, install supplemental suspension members and hangers in the form of
trapezes or equivalent devices. Size supplemental suspension members and hangers to
support ceiling loads within performance limits established by referenced standards and
publications.
Secure wire hangers to ceiling suspension members and to supports above with a minimum of
3 tight turns. Connect hangers either directly to structures or to inserts, eye screws, or other
devices that are secure, that are appropriate for substrate, and that will not deteriorate or
otherwise fail due to age, corrosion, or elevated temperatures.
Secure flat, angle, channel, and rod hangers to structure, including intermediate framing
members, by attaching to inserts, eye screws, or other devices that are secure and appropriate
for both the structure to which hangers are attached and the type of hanger involved. Install
hangers in a manner that will not cause them to deteriorate or fail due to age, corrosion, or
elevated temperatures.
Do not support ceilings directly from permanent metal forms. Fasten hangers to cast-in-place
hanger inserts, powder-actuated fasteners, or drilled-in anchors that extend through forms into
concrete.
Do not attach hangers to steel deck tabs.
Do not attach hangers to steel roof deck. Attach hangers to structural members.
Space hangers not more than 48 inches o.c. along each member supported directly from
hangers, unless otherwise shown; and provide hangers not more than 8 inches from ends of
each member.
C.
Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and where
necessary to conceal edges of acoustical panels.
1. Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of moldings
before they are installed.
2. Screw attach moldings to substrate at intervals not over 16 inches o.c. and not more than 3
inches from ends, leveling with ceiling suspension system to a tolerance of 1/8 inch in 12 feet.
Miter corners accurately and connect securely.
3. Do not use exposed fasteners, including pop rivets, on moldings and trim.
D.
Install suspension system runners so they are square and securely interlocked with one another.
Remove and replace dented, bent, or kinked members.
E.
Install acoustical panels with undamaged edges and fitted accurately into suspension system
runners and edge moldings. Scribe and cut panels at borders and penetrations to provide neat,
precise fit.
1. For square-edged panels, install panels with edges fully hidden from view by flanges of
suspension system runners and moldings.
2. For reveal-edged panels on suspension system runners, install panels with bottom of reveal in
firm contact with top surface of runner flanges.
3. Paint the cut panel edges remaining exposed after installation; match color of exposed panel
surfaces using coating recommended for this purpose by acoustical panel manufacturer.
4. Install hold-down clips in areas indicated and in areas required by governing regulations, or for
fire-resistance ratings; space as recommended by panel manufacturer, unless otherwise
indicated or required.
5. Protect lighting fixtures and air ducts to comply with requirements indicated for fire-resistancerated assembly.
3.04 CLEANING
A.
Clean exposed surfaces of acoustical panel ceilings, including trim, edge moldings, and suspension
system members. Comply with manufacturer's instructions for cleaning and touchup of minor finish
ACOUSTICAL PANEL CEILINGS
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damage. Remove and replace ceiling components that cannot be successfully cleaned and repaired
to permanently eliminate evidence of damage.
3.05 ACOUSTICAL CEILING PANEL SCHEDULE
A.
Acoustical Panel Ceiling Designation CL1: PROVIDE IN ALL ROOMS.
1. Acoustical Panel Characteristics: Provide panels complying with ASTM E 1264 for
characteristics described below:
a. Surface Texture: Medium
b. Composition: Mineral Fiber
c. Color: White
d. Size: 48in X 24in X 5/8in and 24in X 24in X 5/8in
e. Edge Profile: Square Lay-In for interface with AL Prelude Plus XL 15/16" Exposed Tee.
f.
Ceiling Attenuation Class (CAC): ASTM C 1414; Classified with UL label on product carton,
40
g. Flame Spread: ASTM E 1264; Fire Resistive
h. Light Reflectance (LR): ASTM E 1477; White Panel: Light Reflectance: 0.88.
i.
Dimensional Stability: HumiGuard Max.
j.
Mold/Mildew Inhibitor: The front and back of the product have been treated with BioBlock,
a paint that contains a special
biocide that inhibits or retards the growth of mold or mildew, ASTM D 3273.
k. Acceptable Product: Fine Fissured Ceramaguard, 605 as manufactured by Armstrong
World Industries.
Acoustical Panel Ceiling Designation CL2: PROVIDE IN ALL AREAS OTHER THAN TOILET
ROOMS
Acoustical Panel Characteristics: Provide panels complying with ASTM E 1264 for
characteristics described below:
l.
Surface Texture: Medium
m. Composition: Mineral Fiber
n. Color: White
o. Size: 48in X 24in X 5/8in and 24in X 24in X 5/8in
p. Edge Profile: Square Lay-In for interface with AL Prelude Plus XL 15/16" Exposed Tee.
q. Ceiling Attenuation Class (CAC-35): ASTM C 1414; Classified with UL label (class A) on
product carton, 40
r.
Flame Spread: ASTM E 1264; Fire Resistive
s. Light Reflectance (LR): ASTM E 1477; White Panel: Light Reflectance: 0.85.
t.
Dimensional Stability: HumiGuard Plus.
u. Mold/Mildew Inhibitor: The front and back of the product have been treated with BioBlock,
a paint that contains a special
biocide that inhibits or retards the growth of mold or mildew, ASTM D 3273.
v. Acceptable Product: School Zone Fine Fissured, 465 and 466 as manufactured by
Armstrong World Industries
2.
Suspension System Type: Components: All main beams and cross tees shall be commercial
quality hot-dipped galvanized (galvanized steel, aluminum, or stainless steel) as per ASTM A
653. Main beams and cross tees are double-web steel construction with type exposed flange
design. Exposed surfaces chemically cleansed, capping pre-finished galvanized steel
(aluminum or stainless steel) in baked polyester paint. Main beams and cross tees shall have
rotary stitching (exception: extruded aluminum or stainless steel).
a. Structural Classification: Intermediate-duty system.
b. Color: White Aluminum and match the actual color of the selected ceiling tile.
c. Acceptable Product: AL Prelude Plus XL 15/16" Exposed Tee as manufactured by
Armstrong World Industries, Inc.
ACOUSTICAL PANEL CEILINGS
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d.
e.
f.
g.
h.
i.
j.
k.
l.
NOVEMBER 19TH, 2013
High Humidity Finish: Comply with ASTM C 635 requirements for Coating Classification for
Severe Environment Performance where high humidity finishes are indicated.
SS Prelude Plus by Armstrong World Industries, Inc. - 100% Type 304 STAINLESS Steel.
AL Prelude Plus by Armstrong World Industries, Inc. - all ALUMINUM
Prelude Plus XL Fire Guard by Armstrong World Industries, Inc., G-60 Hot dipped
galvanized /aluminum capping
Structural Classification: ASTM C 635 duty class.
Color: [Stainless for SS only][White aluminum] [Clear Anodized Aluminum]
Attachment Devices: Size for five times design load indicated in ASTM C 635, Table 1,
Direct Hung unless otherwise indicated.
Wire for Hangers and Ties: ASTM A 641, Class 1 zinc coating, soft temper, pre-stretched,
with a yield stress load of at least time three design load, but not less than 12 gauge.
Edge Moldings and Trim: Metal or extruded aluminum of types and profiles indicated or, if
not indicated, manufacturer's standard moldings for edges and penetrations, including
light fixtures, that fit type of edge detail and suspension system indicated. Provide
moldings with exposed flange of the same width as exposed runner.
END OF SECTION 09 5113
ACOUSTICAL PANEL CEILINGS
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NOVEMBER 19TH, 2013
SECTION 09 9100 - PAINTING
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes surface preparation and field painting of the following:
1.
2.
3.
B.
Paint exposed surfaces, except where the paint schedules indicate that a surface or material
is not to be painted or is to remain natural. If the paint schedules do not specifically mention
an item or a surface, paint the item or surface the same as similar adjacent materials or
surfaces whether or not schedules indicate colors. If the schedules do not indicate color or
finish, the Architect will select from standard colors and finishes available. For purposes of
determining costs Contractor shall assume a minimum of four (4) colors and two (2) accent
colors.
1.
C.
Exposed exterior items and surfaces.
Exposed interior items and surfaces.
Surface preparation, priming, and finish coats specified in this Section are in addition to
shop priming and surface treatment specified in other Sections.
Painting includes field painting of exposed bare and covered pipes and ducts (including
color coding), hangers, exposed steel and iron work, and primed metal surfaces of
mechanical and electrical equipment.
Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts,
and labels.
1.
Prefinished items include the following factory-finished components:
a.
b.
c.
d.
e.
f.
2.
Concealed surfaces include walls or ceilings in the following generally inaccessible
spaces:
a.
b.
c.
d.
e.
f.
PAINTING
Solid plastic toilet enclosures.
Elevator entrance doors and frames.
Elevator equipment.
Finished mechanical and electrical equipment.
Light fixtures.
Distribution cabinets.
Foundation spaces.
Furred areas.
Ceiling plenums.
Pipe spaces.
Duct shafts.
Elevator shafts.
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3.
Finished metal surfaces include the following:
a.
b.
c.
d.
e.
f.
4.
D.
Labels: Do not paint over Underwriters Laboratories (UL), Factory Mutual (FM), or other
code-required labels or equipment name, identification, performance rating, or
nomenclature plates.
Division 8 Section "Hollow Metal Doors and Frames" for shop priming steel doors and
frames.
DEFINITIONS
A.
General: Standard coating terms defined in ASTM D 16 apply to this Section.
1.
2.
3.
4.
5.
1.4
Valve and damper operators.
Linkages.
Sensing devices.
Motor and fan shafts.
Related Sections: The following Sections contain requirements that relate to this Section:
1.
1.3
Color anodized aluminum.
Color coated aluminum.
Stainless steel
Chromium plate.
Copper.
Bronze and brass.
Operating parts include moving parts of operating equipment and the following:
a.
b.
c.
d.
5.
NOVEMBER 19TH, 2013
Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at
an 85-degree meter.
Eggshell refers to low-sheen finish with a gloss range between 5 and 20 when measured
at a 60-degree meter.
Satin refers to low-sheen finish with a gloss range between 15 and 35 when measured at
a 60-degree meter.
Semigloss refers to medium-sheen finish with a gloss range between 30 and 65 when
measured at a 60-degree meter.
Full gloss refers to high-sheen finish with a gloss range more than 65 when measured at
a 60-degree meter.
SUBMITTALS
A.
Product Data: For each paint system specified. Include block fillers and primers.
1.
2.
3.
PAINTING
Material List: Provide an inclusive list of required coating materials. Indicate each
material and cross-reference specific coating, finish system, and application. Identify
each material by manufacturer's catalog number and general classification.
Manufacturer's Information: Provide manufacturer's technical information, including label
analysis and instructions for handling, storing, and applying each coating material
proposed for use.
Certification by the manufacturer that products supplied comply with local regulations
controlling use of volatile organic compounds (VOCs).
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B.
Samples for Initial Selection: Manufacturer's color charts showing the full range of colors
available for each type of finish-coat material indicated.
1.
C.
After color selection, the Architect will furnish color chips for surfaces to be coated.
Samples for Verification: Of each color and material to be applied, with texture to simulate
actual conditions, on representative Samples of the actual substrate.
1.
2.
3.
Provide stepped Samples, defining each separate coat, including block fillers and
primers. Use representative colors when preparing Samples for review. Resubmit until
required sheen, color, and texture are achieved.
Provide a list of materials and applications for each coat of each sample. Label each
sample for location and application.
Submit Samples on the following substrates for the Architect's review of color and texture
only:
a.
b.
c.
D.
1.5
NOVEMBER 19TH, 2013
Concrete: Provide two 4-inch- (100-mm-) square samples for each color and finish.
Concrete Masonry: Provide two 4-by-8-inch (100-by-200-mm) samples of masonry,
with mortar joint in the center, for each finish and color.
Ferrous Metal: Provide two 4-inch- (100-mm-) square samples of flat metal and two
8-inch- (200-mm-) long samples of solid metal for each color and finish.
Qualification Data: For firms and persons specified in the "Quality Assurance" Article to
demonstrate their capabilities and experience. Include lists of completed projects with project
names and addresses, names and addresses of architects and owners, and other information
specified.
QUALITY ASSURANCE
A.
Applicator Qualifications: Engage an experienced applicator who has completed painting
system applications similar in material and extent to that indicated for this Project with a record
of successful in-service performance.
B.
Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating
system from the same manufacturer as the finish coats.
C.
Benchmark Samples (Mockups): Provide a full-coat benchmark finish sample of each type of
coating and substrate required on the Project. Comply with procedures specified in PDCA P5.
Duplicate finish of approved prepared samples.
1.
The Architect will select one room or surface to represent surfaces and conditions for
each type of coating and substrate to be painted.
a.
b.
2.
After permanent lighting and other environmental services have been activated, apply
coatings in this room or to each surface according to the Schedule or as specified.
Provide required sheen, color, and texture on each surface.
a.
3.
PAINTING
Wall Surfaces: Provide samples on at least 100 sq. ft. (9 sq. m) of wall surface.
Small Areas and Items: The Architect will designate an item or area as required.
After finishes are accepted, the Architect will use the room or surface to evaluate
coating systems of a similar nature.
Final approval of colors will be from job-applied samples.
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1.6
DELIVERY, STORAGE, AND HANDLING
A.
Deliver materials to the Project Site in manufacturer's original, unopened packages and
containers bearing manufacturer's name and label, and the following information:
1.
2.
3.
4.
5.
6.
7.
8.
B.
Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste
daily. Take necessary measures to ensure that workers and work areas are protected
from fire and health hazards resulting from handling, mixing, and application.
PROJECT CONDITIONS
A.
Apply water-based paints only when the temperature of surfaces to be painted and
surrounding air temperatures are between 50 and 90 deg F (10 and 32 deg C).
B.
Apply solvent-thinned paints only when the temperature of surfaces to be painted and
surrounding air temperatures are between 45 and 95 deg F (7.2 and 35 deg C).
C.
Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85
percent; or at temperatures less than 5 deg F (3 deg C) above the dew point; or to damp or
wet surfaces.
1.
1.8
Product name or title of material.
Product description (generic classification or binder type).
Manufacturer's stock number and date of manufacture.
Contents by volume, for pigment and vehicle constituents.
Thinning instructions.
Application instructions.
Color name and number.
VOC content.
Store materials not in use in tightly covered containers in a well-ventilated area at a minimum
ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean
condition, free of foreign materials and residue.
1.
1.7
NOVEMBER 19TH, 2013
Painting may continue during inclement weather if surfaces and areas to be painted are
enclosed and heated within temperature limits specified by manufacturer during
application and drying periods.
EXTRA MATERIALS
A.
Furnish extra paint materials from the same production run as the materials applied in the
quantities described below. Package paint materials in unopened, factory-sealed containers
for storage and identify with labels describing contents. Deliver extra materials to the Owner.
1.
Quantity: Furnish the Owner with extra paint materials in the quantities indicated below:
a.
b.
c.
d.
2.
PAINTING
Exterior, Full-Gloss Alkyd Enamel: 2 gal. (7.57 L) of each color applied.
Interior, Flat Acrylic Paint: One case of each color applied.
Interior, Low-Luster Acrylic Finish: One case of each color applied.
Interior, Semigloss Acrylic Enamel: 2 gal. (7.57 L) of each color applied.
Quantity: Furnish the Owner with an additional 5 percent, but not less than 1 gal. (3.785
L) or 1 case, as appropriate, of each material and color applied.
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NOVEMBER 19TH, 2013
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Products: Subject to compliance with requirements, provide products of PPG Industries, Inc.
(PPG) listed in the paint schedules.
B.
Manufacturers Names: The following other acceptable manufacturers are referred to in the
paint schedules by use of shortened versions of their names, which are shown in parentheses:
1.
2.
3.
2.2
Benjamin Moore & Co. (Moore).
Pratt & Lambert, Inc. (P & L).
M.A. Bruder & Sons (MAB)
PAINT MATERIALS, GENERAL
A.
Material Compatibility: Provide block fillers, primers, undercoats, and finish-coat materials that
are compatible with one another and the substrates indicated under conditions of service and
application, as demonstrated by manufacturer based on testing and field experience.
B.
Material Quality: Provide manufacturer's best-quality paint material of the various coating
types specified. Paint-material containers not displaying manufacturer's product identification
will not be acceptable.
1.
C.
Proprietary Names: Use of manufacturer's proprietary product names to designate colors
or materials is not intended to imply that products named are required to be used to the
exclusion of equivalent products of other manufacturers. Furnish manufacturer's material
data and certificates of performance for proposed substitutions.
Colors: Provide color selections where listed in the Paint Schedules.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine substrates, areas, and conditions, with the Applicator present, under which painting
will be performed for compliance with paint application requirements.
1.
2.
B.
Coordination of Work: Review other Sections in which primers are provided to ensure
compatibility of the total system for various substrates. On request, furnish information on
characteristics of finish materials to ensure use of compatible primers.
1.
PAINTING
Do not begin to apply paint until unsatisfactory conditions have been corrected and
surfaces receiving paint are thoroughly dry.
Start of painting will be construed as the Applicator's acceptance of surfaces and
conditions within a particular area.
Notify the Architect about anticipated problems using the materials specified over
substrates primed by others.
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3.2
NOVEMBER 19TH, 2013
PREPARATION
A.
General: Remove hardware and hardware accessories, plates, machined surfaces, lighting
fixtures, and similar items already installed that are not to be painted. If removal is impractical
or impossible because of the size or weight of the item, provide surface-applied protection
before surface preparation and painting.
1.
B.
Cleaning: Before applying paint or other surface treatments, clean the substrates of
substances that could impair the bond of the various coatings. Remove oil and grease before
cleaning.
1.
C.
After completing painting operations in each space or area, reinstall items removed using
workers skilled in the trades involved.
Schedule cleaning and painting so dust and other contaminants from the cleaning
process will not fall on wet, newly painted surfaces.
Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's
written instructions for each particular substrate condition and as specified.
1.
2.
Provide barrier coats over incompatible primers or remove and reprime.
Cementitious Materials: Prepare concrete and concrete masonry block surfaces to be
painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents.
Roughen as required to remove glaze. If hardeners or sealers have been used to
improve curing, use mechanical methods of surface preparation.
a.
b.
c.
3.
Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop
coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use
solvent or mechanical cleaning methods that comply with the Steel Structures Painting
Council's (SSPC) recommendations.
a.
b.
c.
4.
D.
PAINTING
Use abrasive blast-cleaning methods if recommended by paint manufacturer.
Determine alkalinity and moisture content of surfaces by performing appropriate
tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and burn,
correct this condition before application. Do not paint surfaces where moisture
content exceeds that permitted in manufacturer's written instructions.
Clean concrete floors to be painted with a 5 percent solution of muriatic acid or other
etching cleaner. Flush the floor with clean water to remove acid, neutralize with
ammonia, rinse, allow to dry, and vacuum before painting.
Blast steel surfaces clean as recommended by paint system manufacturer and
according to requirements of SSPC-SP 10.
Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat
before priming.
Touch up bare areas and shop-applied prime coats that have been damaged. Wirebrush, clean with solvents recommended by paint manufacturer, and touch up with
the same primer as the shop coat.
Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so
surface is free of oil and surface contaminants. Remove pretreatment from galvanized
sheet metal fabricated from coil stock by mechanical methods.
Materials Preparation: Mix and prepare paint materials according to manufacturer's written
instructions.
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1.
2.
3.
E.
3.3
NOVEMBER 19TH, 2013
Maintain containers used in mixing and applying paint in a clean condition, free of foreign
materials and residue.
Stir material before application to produce a mixture of uniform density. Stir as required
during application. Do not stir surface film into material. If necessary, remove surface
film and strain material before using.
Use only thinners approved by paint manufacturer and only within recommended limits.
Tinting: Tint each undercoat a lighter shade to simplify identification of each coat when
multiple coats of the same material are applied. Tint undercoats to match the color of the
finish coat, but provide sufficient differences in shade of undercoats to distinguish each
separate coat.
APPLICATION
A.
General: Apply paint according to manufacturer's written instructions. Use applicators and
techniques best suited for substrate and type of material being applied.
1.
2.
3.
4.
5.
6.
7.
8.
9.
B.
Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or
otherwise prepared for painting as soon as practicable after preparation and before
subsequent surface deterioration.
1.
2.
3.
4.
C.
PAINTING
Paint colors, surface treatments, and finishes are indicated in the schedules.
Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions
detrimental to formation of a durable paint film.
Provide finish coats that are compatible with primers used.
The term "exposed surfaces" includes areas visible when permanent or built-in fixtures,
convector covers, covers for finned-tube radiation, grilles, and similar components are in
place. Extend coatings in these areas, as required, to maintain the system integrity and
provide desired protection.
Paint surfaces behind movable equipment and furniture the same as similar exposed
surfaces. Before the final installation of equipment, paint surfaces behind permanently
fixed equipment or furniture with prime coat only.
Paint interior surfaces of ducts with a flat, nonspecular black paint where visible through
registers or grilles.
Paint back sides of access panels and removable or hinged covers to match exposed
surfaces.
Finish exterior doors on tops, bottoms, and side edges the same as exterior faces.
Sand lightly between each succeeding enamel or varnish coat.
The number of coats and the film thickness required are the same regardless of
application method. Do not apply succeeding coats until the previous coat has cured as
recommended by the manufacturer. If sanding is required to produce a smooth, even
surface according to manufacturer's written instructions, sand between applications.
Omit primer on metal surfaces that have been shop primed and touchup painted.
If undercoats or other conditions show through final coat of paint, apply additional coats
until paint film is of uniform finish, color, and appearance. Give special attention to
ensure edges, corners, crevices, welds, and exposed fasteners receive a dry film
thickness equivalent to that of flat surfaces.
Allow sufficient time between successive coats to permit proper drying. Do not recoat
surfaces until paint has dried to where it feels firm, does not deform or feel sticky under
moderate thumb pressure, and where application of another coat of paint does not cause
the undercoat to lift or lose adhesion.
Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators
according to manufacturer's written instructions.
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1.
2.
3.
Brushes: Use brushes best suited for the type of material applied. Use brush of
appropriate size for the surface or item being painted.
Rollers: Use rollers of carpet, velvet back, or high-pile sheep's wool as recommended by
the manufacturer for the material and texture required.
Spray Equipment: Use airless spray equipment with orifice size as recommended by the
manufacturer for the material and texture required.
D.
Minimum Coating Thickness:
Apply paint materials no thinner than manufacturer's
recommended spreading rate. Provide the total dry film thickness of the entire system as
recommended by the manufacturer.
E.
Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to items
exposed in equipment rooms and in occupied spaces.
F.
Mechanical items to be painted include, but are not limited to, the following:
1.
2.
3.
4.
5.
6.
7.
G.
Piping, pipe hangers, and supports.
Heat exchangers.
Tanks.
Ductwork.
Insulation.
Motors and mechanical equipment.
Accessory items.
Electrical items to be painted include, but are not limited to, the following:
1.
2.
3.
3.4
NOVEMBER 19TH, 2013
Conduit and fittings.
Switchgear.
Panelboards.
H.
Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete
coverage with pores filled.
I.
Prime Coats: Before applying finish coats, apply a prime coat of material, as recommended
by the manufacturer, to material that is required to be painted or finished and that has not
been prime coated by others. Recoat primed and sealed surfaces where evidence of suction
spots or unsealed areas in first coat appears, to ensure a finish coat with no burn through or
other defects due to insufficient sealing.
J.
Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth,
opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting,
holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be
acceptable.
K.
Completed Work: Match approved samples for color, texture, and coverage.
refinish, or repaint work not complying with requirements.
Remove,
FIELD QUALITY CONTROL
A.
The Owner reserves the right to invoke the following test procedure at any time and as often
as the Owner deems necessary during the period when paint is being applied:
1.
PAINTING
The Owner will engage the services of an independent testing agency to sample the paint
material being used. Samples of material delivered to the Project will be taken, identified,
sealed, and certified in the presence of the Owner’s Representative.
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GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2.
The testing agency will perform appropriate tests for the following characteristics as
required by the Owner Representative:
a.
b.
c.
d.
e.
f.
g.
h.
i.
j.
k.
l.
m.
3.
3.5
The Owner may direct the Contractor to stop painting if test results show material being
used does not comply with specified requirements. The Contractor shall remove
noncomplying paint from the site, pay for testing, and repaint surfaces previously coated
with the rejected paint. If necessary, the Contractor may be required to remove rejected
paint from previously painted surfaces if, on repainting with specified paint, the 2 coatings
are incompatible.
Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded
paint materials from the site.
1.
After completing painting, clean glass and paint-spattered surfaces. Remove spattered
paint by washing and scraping. Be careful not to scratch or damage adjacent finished
surfaces.
PROTECTION
A.
Protect work of other trades, whether being painted or not, against damage by painting.
Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect.
B.
Provide "Wet Paint" signs to protect newly painted finishes. Remove temporary protective
wrappings provided by others to protect their work after completing painting operations.
1.
3.7
Quantitative material analysis.
Abrasion resistance.
Apparent reflectivity.
Flexibility.
Washability.
Absorption.
Accelerated weathering.
Dry opacity.
Accelerated yellowness.
Recoating.
Skinning.
Color retention.
Alkali and mildew resistance.
CLEANING
A.
3.6
NOVEMBER 19TH, 2013
At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces. Comply with procedures specified in PDCA P1.
EXTERIOR PAINT SCHEDULE
A.
Ferrous Metal: Provide the following finish systems over exterior ferrous metal. Primer is not
required on shop-primed items.
1.
PAINTING
Full-Gloss, Alkyd-Enamel Finish: 2 finish coats over a rust-inhibitive primer. Primer not
required for factory primed items of ferrous metal.
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GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
a.
Primer: Rust-inhibitive metal primer applied at spreading rate recommended by the
manufacturer to achieve a total dry film thickness of not less than 1.3 mils (0.033
mm).
1)
2)
3)
4)
b.
PPG: 6-282 Speedhide Interior/Exterior Gloss-Oil Enamel.
Moore: Impervo Enamel #133.
P & L: S 4500 Series Tech-Gard Maintenance Gloss Enamel.
MAB: Rust-O-Lastic Alkyd Finish Coat (074 line).
Zinc-Coated Metal: Provide the following finish systems over exterior zinc-coated (galvanized)
metal surfaces:
1.
Full-Gloss, Alkyd-Enamel Finish: 2 finish coats over a galvanized metal primer.
a.
Primer: Galvanized metal primer applied at spreading rate recommended by the
manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0.031
mm).
1)
2)
3)
4)
b.
PPG: 90-709 Pitt Tech One Pack Interior/Exterior Primer/Finish DTM Industrial
Enamel
Moore: IronClad Galvanized Metal Latex Primer #155.
P & L: Z/F 1003 Suprime "3" Interior/Exterior Latex Metal Primer.
MAB: HydroPrime II (073-189).
First and Second Coats: Full-gloss, exterior, alkyd enamel applied at spreading rate
recommended by the manufacturer to achieve a total dry film thickness of not less
than 2.6 mils (0.066 mm). Color(s) as selected by Architect
1)
2)
3)
4)
3.8
PPG: 6-208 Speedhide Interior/Exterior Rust Inhibitive Steel Primer
Moore: IronClad Retardo Rust-Inhibitive Paint #163.
P & L: S 4551 Tech-Gard High Performance Rust-Inhibitor Primer.
MAB: Rust-O-Lastic Alkyd Finish Coat (074 line).
First and Second Coats: Full-gloss, exterior, alkyd enamel applied at spreading rate
recommended by the manufacturer to achieve a total dry film thickness of not less
than 3.0 mils (0.076 mm). Color(s) as selected by Architect.
1)
2)
3)
4)
B.
NOVEMBER 19TH, 2013
PPG: 6-282 Speedhide Interior/Exterior Gloss-Oil Enamel
Moore: Impervo Enamel #133.
P & L: S 4500 Series Tech-Gard Maintenance Gloss Enamel.
MAB: Recommend using Acrylic DTM’s for this application.
INTERIOR PAINT SCHEDULE
A.
Concrete Masonry Units: Provide the following finish systems over interior concrete masonry
block units:
1.
Semigloss, Acrylic-Enamel Finish: 2 finish coats over a block filler.
a.
Block Filler: High-performance, latex-based, block filler applied at spreading rate
recommended by the manufacturer to achieve a total dry film thickness of not less
than 5.0 mils (0.13 mm).
1)
2)
PAINTING
PPG: 6-7 Speedhide Interior/Exterior Masonry Latex Block Filler.
Moore: Moorcraft Interior & Exterior Block Filler #173.
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GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
3)
4)
b.
2)
3)
4)
Flat Acrylic Finish: 2 finish coats over a primer. (Ceilings only)
a.
Primer: Latex-based, interior primer applied at spreading rate recommended by the
manufacturer to achieve a total dry film thickness of not less than 1.2 mils (0.031
mm).
1)
2)
3)
4)
b.
PPG: 17-10 Quick Drying Interior Latex Primer Sealer (White)
Moore: Regal First Coat Interior Latex Primer & Underbody #216 (White).
P & L: Z/F 1004 Suprime "4" Interior Latex Wall Primer (White).
MAB: Rich Lux Latex Sealer/Undercoater (037-154)
First and Second Coats: Flat, acrylic-latex-based, interior paint applied at spreading
rate recommended by the manufacturer to achieve a total dry film thickness of not
less than 2.5 mils (0.064 mm). Color – White as selected by Architect.
1)
2)
3)
4)
PPG: 80 Line Wallhide Interior Wall Flat Latex Paint
Moore: Regal Wall Satin #215.
P & L: Z/F 2000 Series Vapex Latex Flat Wall Finish.
MAB: (Rich Lux Walshield (041 line)
Ferrous Metal: Provide the following finish systems over ferrous metal:
1.
Semigloss, Alkyd-Enamel Finish: One finish coat over an enamel undercoater and a
primer.
a.
Primer:
Quick-drying, rust-inhibitive, alkyd-based or epoxy-metal primer, as
recommended by the manufacturer for this substrate, applied at spreading rate
recommended by the manufacturer to achieve a total dry film thickness of not less
than 1.5 mils (0.038 mm). Primer not required on factory primed ferrous metal.
1)
2)
3)
4)
b.
PPG: 6-208 Speedhide Interior/Exterior Rust Inhibitive Steel Primer.
Moore: IronClad Retardo Rust-Inhibitive Paint #163.
P & L: S 4551 Tech-Gard High Performance Rust Inhibitor Primer.
MAB: Rust-O-Lastic Anti-Corrosive Primer (073 line)
Undercoat: Alkyd, interior enamel undercoat or semigloss, interior, alkyd-enamel
finish coat, as recommended by the manufacturer for this substrate, applied at
spreading rate recommended by the manufacturer to achieve a total dry film
thickness of not less than 1.2 mils (0.031 mm).
1)
PAINTING
PPG: 88-110 Satinhide Interior Enamel Wall & Trim Lo-Lustre Semi-Gloss
Latex.
Moore: Moore's Regal AquaGlo Vinyl-Acrylic Latex Enamel #333.
P & L: Z/F 4100 Series Accolade Interior Semi-Gloss.
MAB: Rich Lux Latex Semi-Gloss (023 line)
Gypsum Board: Provide the following finish systems over interior gypsum board surfaces:
1.
C.
P & L: Z 98 Pro-Hide Plus Latex Block Filler.
MAB Block Kote #2000 (064-140)
First and Second Coats: Semigloss, acrylic-latex, interior enamel applied at
spreading rate recommended by the manufacturer to achieve a total dry film
thickness of not less than 2.6 mils (0.066 mm). Color(s) as selected by Architect.
1)
B.
NOVEMBER 19TH, 2013
PPG: 6-6 Speedhide Interior Quick-Drying Enamel Undercoater
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GREENWICH PUBLIC SCHOOLS
ISD GYM WINDOW REPLACEMENT
KSQ ARCHITECTS PROJECT NO. 1317908.00
2)
3)
4)
c.
Moore: Moore's Alkyd Enamel Underbody #217.
P & L: S/D 1011 Suprime "11" Interior Alkyd Wood Primer.
MAB: Rich Lux Sealer/Undercoater (037-172)
Finish Coat: Odorless, semigloss, alkyd, interior enamel applied at spreading rate
recommended by the manufacturer to achieve a total dry film thickness of not less
than 1.4 mils (0.036 mm). Color(s) as selected by Architect.
1)
2)
3)
4)
D.
NOVEMBER 19TH, 2013
PPG: 27 Line Wallhide Low Odor Interior Enamel Wall and Trim Semi-Gloss
Oil.
Moore: Satin Impervo #235.
P & L: S/D 5700 Cellu-Tone Alkyd Satin Enamel.
MAB: Fresh Kote Alkyd Semi-Gloss (403 line)
Concrete Floors: Provide the following paint systems over interior concrete floors:
a.
First and Second Coats: Oderless, gloss, alkyd, interior enamel applied at
spreading rate recommended by the manufacturer to achieve a total dry film
thickness of not less than 4.0 mils.
1)
2)
3)
4)
Moore:
Moore's Porch and Floor Enamel #112.
S-W: Industrial Enamel B54Z Series.
ICI Dulux: 3118 Ultra-Hide Interior/Exterior Polyurethane Floor Enamel.
P & L: 61 Floor Enamel.
END OF SECTION 09 9100
PAINTING
09 9100- 12 of 12