Southwest Wisconsin Technical College Building 500 – Overhead Door Alteration

Transcription

Project Manual For:
Southwest Wisconsin Technical College
Building 500 – Overhead Door Alteration
1800 Bronson Boulevard
Fennimore, WI 53809
PRA Project No. 140249-01
17 September 2014
140249-01
TITLE PAGE
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PROJECT MANUAL
for
SOUTHWEST WISCONSIN TECHNICAL COLLEGE
Fennimore, WI 53809
17 September 2014
Owner
Fennimore, WI 53809
Ph:
608 822-2401
Architect
Plunkett Raysich Architects LLP
2310 Crossroads Drive, Suite 2000
Madison, WI 53718
Ph:
608 240-9900
Copyright © 2014 by Plunkett Raysich Architects LLP
All rights reserved under Pan American and International Copyright Conventions. This manual nor any part thereof may not be
scanned or reproduced in any form without the written permission of Plunkett Raysich Architects LLP.
140249-01
TABLE OF CONTENTS
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Fennimore, WI 53809
17 September 2014
TABLE OF CONTENTS
00 01 00
00 01 10
Title Page
Table of Contents
DIVISION 00 - PROCUREMENT AND CONTRACTING
REQUIREMENTS
00 11 16
Invitation to Bid
00 21 13
Instructions to Bidders
00 41 13
Bid Form
00 63 13
Request for Interpretation
00 63 25
Substitution Request
00 72 00
General Conditions
00 73 00
Supplementary Conditions
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00
Summary
01 14 00
Work Restrictions
01 25 00
Substitution Procedures
01 26 00
Contract Modification Procedures
01 29 00
Payment Procedures
01 31 00
Project Management and Coordination
01 32 00
Construction Progress Documentation
01 40 00
Quality Requirements
01 42 00
References
01 42 15
Standard Architectural Drawing Abbreviations
01 50 00
Temporary Facilities and Controls
01 60 00
Product Requirements
01 73 00
Execution
01 73 29
Cutting and Patching
01 74 19
Construction Waste Management
01 77 00
Closeout Procedures
DIVISION 02 – EXISTING CONDITIONS
02 41 19
Selective Structure Demolition
DIVISION 03 - CONCRETE
03 30 00
Cast-in-Place Concrete
DIVISION 04- MASONRY
04 20 00
Unit Masonry
DIVISION 05 - METALS
05 50 00
Metal Fabrications
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
DIVISION 08 - OPENINGS
08 33 23
Overhead Coiling Doors
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TABLE OF CONTENTS
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Fennimore, WI 53809
17 September 2014
DIVISION 09 - FINISHES
DIVISION 10 - SPECIALTIES
DIVISION 11 - EQUIPMENT
DIVISION 12 - FURNISHINGS
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 14 - CONVEYING EQUIPMENT
DIVISION 21 - FIRE SUPPRESSION
DIVISION 22 - PLUMBING
DIVISION 23 - HEATING, VENTILATING, AIR-CONDITIONING (HVAC)
DIVISION 26 - ELECTRICAL
DIVISION 27 - COMMUNICATIONS
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
DIVISION 31 - EARTHWORK
DIVISION 32 - EXTERIOR IMPROVEMENTS
DIVISION 33 - UTILITIES
DIVISION 34 - TRANSPORTATION
END OF TABLE OF CONTENTS
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140249-01
INVITATION TO BID
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INVITATION TO BID
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SOUTHWEST WISCONSIN TECHNICAL COLLEGE – BUILDING 500
OVERHEAD DOOR ALTERATION
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Fennimore, WI 53809
Bids are solicited for the alteration to existing storage areas of Building 500 consisting of removing
portions of existing masonry wall to allow for new overhead coiling doors.
The Work includes demolition, cutting and patching, interior finishes and related construction,
including new overhead coiling doors.
Bids Due:
2:00 pm, 21 October 2014
At:
Southwest Wisconsin Technical College (SWTC),
1800 Bronson Blvd., Room 493, Fennimore WI 53809
Attn:
Ashley Crubel
Bid Opening:
Public
Basis of Bid:
Single lump sum
Completion:
21 December 2014
Bidding Documents may be obtained 30 September 2014 after 10:00 am from Southwest Wisconsin
Technical College.
Bid Security in the form of a Bid Bond or a certified check in the amount of 10% of the Bid shall
accompany the bid.
No Pre-bid Conference will be scheduled. Contact Owner if a pre-bid site visit is desired.
Owner:
Southwest Wisconsin Technical College (SWTC)
1800 Bronson Blvd., Fennimore WI 53809
Daniel Imhoff, Director of Facilities
Phone: (608) 822-2401
Email: [email protected]
Architect:
Plunkett Raysich Architects, LLP
2310 Crossroads Dr., Suite 2000, Madison, WI 53718
Steven Kieckhafer, Architect
Phone: 608 240-9900
Email: [email protected]
END OF INVITATION TO BID
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INSTRUCTIONS TO BIDDERS
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DEFINITIONS
Bidding Documents include the Bidding requirements and the proposed Contract Documents. The
Bidding Requirements consist of the Instructions to Bidders, the Bid Form, and other sample bidding
and contract forms. The proposed Contract Documents consist of the Agreement between the
Owner and Contractor, Conditions of the Contract (General and Supplementary), Drawings,
Specifications and Addenda issued prior to execution of the Contract.
Definitions set forth in the General Conditions of the Contract for Construction, AIA Document A201,
or in other Contract Documents are applicable to the Bidding Documents.
Addenda are written or graphic instruments issued by the Architect prior to the execution of the
Contract that modify or interpret the Bidding Documents by additions, deletions, clarifications or
corrections.
A Bid is a complete and properly signed proposal to do the Work for the sums stipulated therein,
submitted in accordance with the Bidding Documents.
The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described
in the Bidding Documents not indicated as Alternate Bids.
An Alternate Bid is an amount stated in the Bid to be added to or deducted from the amount of the
Base Bid if the corresponding change in the Work, as described as an Alternate in the Bidding
Documents, is accepted. Alternates are mandatory; bids not responding to Alternates are liable to
disqualification.
A Bidder Proposed Alternate Bid is an amount stated in the Bid to be added to or deducted from the
amount of the Base Bid if the corresponding change in the Work, as described in the proposal, is
accepted.
A Bidder is a person who or entity that submits a Bid.
BIDDING DOCUMENTS
Carefully review Project Manual, including Bidding Requirements, General and Supplementary
Conditions, General Requirements, Specifications, Alternates and Addenda. Examine all drawings,
as successful Bidder will be required to execute all Work shown on Drawings, stated in the
Specifications, or reasonably implied as necessary to complete the contract.
Visit site to become acquainted with adjacent areas, means of approach to the site, present
conditions of project site and facilities for delivering, storing, placing and handling of materials and
equipment.
Compare specifications and Drawings with existing work in place, inspect demolition requirements
and become acquainted with conditions affecting execution of work.
Review geotechnical reports and other available information.
Unless specifically stated otherwise, base bids upon assumption that work will be performed during
regular working hours.
INTERPRETATIONS AND CORRECTIONS
Bidders requiring clarification or interpretation of the Bidding Documents shall submit a written
request to the Architect, to be received in Architect’s office at least ten (10) days prior to the date set
for receipt of Bids.
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Interpretations and corrections of and changes to the Bidding Documents will be made in writing by
Addendum. The Owner, the Architect and the Architect's consultants cannot be held accountable for
interpretations and corrections of and changes to the Bidding Documents made in any other manner.
Failure to request timely clarification or interpretation of Bidding Documents does not relieve Bidder
of responsibility to execute the work in accordance with the Contract Documents.
Signing of Contract implies that Contractor has thorough comprehension of full intent and scope of
Contract Documents.
SUBSTITUTIONS
Requests for substitution, in compliance with Section 01 25 00 "Substitution Procedures," will be
considered if received by the Architect at least ten days prior to the date for receipt of Bids.
Form of Acceptance: Addendum.
Base Bid on product specified if an addendum regarding use of proposed substitution is not issued
prior to Bid date.
SALES TAX
Each Bidder shall include all taxes required by law in the Bid.
BIDDER PROPOSED ALTERNATE BIDS
Bidder Proposed Alternate Bids may be submitted on the Bid Form. Bidder Proposed Alternate Bids
will not be used to determine award of Contract.
State on the Bid Form the product or system specified in the Contract Documents for which the
Alternate is being proposed, the name of the product or system being proposed and the net effect
the proposal would have on the Base Bid under the terms indicated in Section 01 23 00 "Alternates."
Attach to the Bid Form documentation providing a complete description of the proposed product or
system. Include applicable drawings, catalog cuts, performance and test data and other relevant
information. Include a list of modifications to the Work that incorporation of the Alternate would
require.
The Owner may pursue such Bidder Proposed Alternate Bids as may be in the Owner's best interest.
Submittal in compliance with Substitutions article of Section 01 60 00 "Product Requirements" will be
required in such cases.
BIDDER'S REPRESENTATIONS
In submitting a Bid, the Bidder represents that:
He or she has thoroughly reviewed and understands the Bidding Documents and the Bid is
made in full accordance with these documents and addenda issued thereto.
He or she has thoroughly reviewed available informational reports and documentation,
visited the project site, become familiar with actual local conditions under which the Work is
to be performed and has correlated his or her evaluations and personal observations with
the requirements of the Bidding Documents.
The Bid is based without exception upon the products, materials, equipment and systems
required by the Bidding Documents.
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BID FORM
Make bids on Bid Form provided. Alterations of or amendments to Bid Form, attachments thereto, or
inclusion other written or printed matter other than that called for may disqualify Bid.
Bids for arbitrary sub-divisions or sub-classifications of the work will not be accepted.
Completing Bid Form: Fill out all blanks on the Bid Form by typing or writing in ink. Sign in ink.
Erasures or other changes in Bid must be explained or noted over signature of Bidder. Bid Forms
containing qualifications, conditions, omissions, unexplained erasures, alterations or items not called
for in Bid Form or other irregularities of any kind may disqualify Bid. Enter bid amount in both written
words and printed figures in spaces provided on Bid Form. In case of conflict, amount given in
written words will govern. Bid all requested Alternates. If no change to the Base Bid applies, enter
“No Change.”
Requirements of Signing: Include with each Bid full business address of Bidder. When requested by
Owner, furnish satisfactory evidence of agency or authority of any person signing on behalf of
another.
Bids by corporations shall be executed in the full legal name of the corporation, giving State
of Corporation and be signed by an authorized officer or officers, who shall, in each case,
type or print name and corporate title beneath the signature.
Bids by partnerships shall state the full name of all partners, such as "Smith and Jones, a
partnership of John S. Smith and William B. Jones". Such bids must be signed by an
authorized partner or other representative, with the name and title of the signer typed or
printed beneath the signature.
Bids by single proprietor: shall be signed by the company Owner. The signature shall be
followed by the words "Sole Proprietor,” with the name and title of the signer typed or printed
beneath.
Submission of Bids: The Bid, the bid security, and other documents’ required to be submitted with
the Bid shall be enclosed in a sealed opaque envelope. The envelope shall be addressed to the
party receiving the Bids and shall be identified with the Project name, the Bidder's name and address
and, if applicable, the designated portion of the Work for which the Bid is submitted. If the Bid is sent
by mail, the sealed envelope shall be enclosed in a separate mailing envelope with the notation
"SEALED BID ENCLOSED" on the face thereof.
Bids shall be deposited at the designated location prior to the time and date set for receipt of Bids
(bid opening). Bids received after the time and date for receipt of Bids will be returned unopened.
The Bidder assumes full responsibility for timely delivery at the location designated for receipt of
Bids.
Oral, telephonic, emailed, or faxed Bids will not be considered.
BID SECURITY
Security in the form of a Bid Bond or Certified check at 10% of the Bid payable to the Owner shall
accompany each bid as a guarantee that, if the Bid is accepted, the Bidder will execute the proposed
contract and file the required bonds within 10 days of Award of the Contract.
Bonds shall be executed by an attorney-in-fact, and shall include a certified and effectively dated
copy of his/her power of attorney. Where the certification is by facsimile, or otherwise does not bear
an original signature, the bonding company must be qualified for recognition under facsimile
execution. See Supplementary Conditions for Bond Requirements.
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CONTRACTOR’S QUALIFICATION STATEMENT
Bidders who are being considered for the award of a Contract shall submit to the Architect upon
request a properly executed AIA Document A305, Contractor’s Qualification Statement.
ACCEPTANCE OF BID
It is the intent of the Owner to accept the bid that, in the Owner’s judgment, will be in the best
interests of the Owner, provided the Bid has been submitted in accordance with the requirements of
the Bidding Documents and does not exceed the funds available.
Owner reserves the right to:
Reject any or all Bids
Reject a Bid not accompanied by required bid security or by other data required by the
Bidding Documents,
Reject a Bid that is in any way incomplete or irregular,
Waive any irregularities in any Bid,
Reject any Unit Prices for additions to or deductions from scheduled amount of work as
given in Bid, if considered excessive or unreasonable; or to accept them, by including in
Contract any or all of such Unit Prices considered fair and reasonable.
CONTRACT
The Agreement into which the successful Bidder will be required to enter is based on AIA document
A101 2007, Standard form of Agreement Between Owner and Contractor - Stipulated sum.
The successful Bidder shall submit a completed copy of the above Agreement to the Owner for
review within three days of notification of Bid acceptance.
WITHDRAWAL OF BIDS
Bids may be withdrawn on written or telegraphic request received from bidders prior to time set for
Bid opening. Negligence on part of bidder in preparing bid confers no right for withdrawal of Bid after
it has been opened. Withdrawn Bids will be returned unopened.
All Bids shall be effective and open for acceptance for a period of 60 (sixty) days after date set for
opening of Bids.
END OF INSTRUCTIONS TO BIDDERS
140249-01
BID FORM
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BID FORM
Fennimore, WI 53809
BIDS DUE:
2:00 pm, 21 October 2014
AT:
1800 Bronson Blvd., Room 493, Fennimore WI 53809
TO:
Owner
ATTENTION:
Ashley Crubel
Name of Corporation, Partnership, Sole Owner (cross out inapplicable)
of
Street
City
Zip
Phone
hereby agree(s) to execute proposed contract and to furnish a satisfactory bond in the amount specified
and to provide all labor and materials required for the construction of the project designated above, for the
prices set forth below, in strict accordance with the Contract Documents prepared by Plunkett Raysich
Architects, LLP, 2310 Crossroads Drive, Suite 2000, Madison, WI 53718, dated 17 September 2014.
1.
BASE BID
Base Bid includes all work required to complete the Project, including Conditions of the Contract
and Division 01 General Requirements, General Construction, Mechanical and Electrical Work,
for the sum of:
_________________________________________________________________________
_________________________________________________ Dollars ($________________)
Taxes on applicable Owner Purchases, in compliance with Division 01 Section "Summary" article
"Direct Purchase by Owner" are included in the preceding Base Bid in the sum of:
_________________________________________________________________________
_________________________________________________ Dollars ($________________)
2.
BOND PREMIUM INFORMATION
Cost of [Bid Bond] [and] [Performance and Payment Bond] included in Base Bid:
_________________________________________________________________________
_________________________________________________ Dollars ($________________)
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3.
BID FORM
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ADDENDUM RECEIPT
The undersigned hereby acknowledges receipt and inclusion into this Bid Form of Addendum
No.____thru ___.
4.
FAMILIARITY WITH PROJECT CONDITIONS
The undersigned acknowledges having visited the project site, become familiar with existing
conditions and having attended the Pre-Bid Conference.
5.
COMMENCEMENT, PROGRESS AND COMPLETION OF WORK
The undersigned agrees, if awarded the contract, to commence the contract work within ten (10)
calendar days upon receipt of Owner’s written “Notice to Proceed” or award of Contract and as
referred to in Article 8 of the General Conditions "Time" and related Supplementary Conditions.
The undersigned further agrees to complete the work in compliance with the requirements of the
Contract Documents by ____________________.
The undersigned understands that time is of the essence and agrees that the specified time
period for completion stated above is a reasonable time for the completion of the work.
6.
BIDDER-PROPOSED ALTERNATE BIDS
Refer to "Instruction to Bidders."
BIDDER PROPOSED ALTERNATE BID NO. 1 (Include Attachment)
For _____________________________________________________________________
Substitute the
following:_________________________________________________________________
_________________________________________________________________________
ADD/DEDUCT (circle appropriate one) to/from Base Bid the Sum of:
_________________________________________________________________________
______________________________________________________ Dollars ($___________)
For _____________________________________________________________________
Substitute the
following:__________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
______________________________________________________ Dollars ($___________)
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BID FORM
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For _____________________________________________________________________
Substitute the
following:__________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
______________________________________________________ Dollars ($___________)
10.
BID ACCEPTANCE
.All Bids as stated above are effective and open for acceptance by the Owner for a period of sixty
(60) days after date set for opening of bids.
11.
SIGNATURE
FIRM NAME:
BY:
TITLE:
DATED:
SEAL _______________________________
(If Bid is by Corporation)
*
*
Attached: Informational Attachment to Bid Form (2 pages)
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BID FORM
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INFORMATIONAL ATTACHMENT TO BID FORM
Fennimore, WI 53809
TO:
Owner
We _____________________________________________________________________________
Name of Corporation, Partnership, Sole Owner (cross out inapplicable)
of ______________________________________________________________________________
Street
City
Zip
Phone
hereby offer the following information regarding the work identified above and described in the preceding
Bid Form:
1.
The following work will be performed with our own forces as the Contractor:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
2.
The names of the supervisory personnel (manager, foreman, etc.) employed by us, as
the Contractor, and selected for this project are:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
3.
The names and qualifications of the principal Subcontractors (Include earthwork, paving,
concrete, masonry, steel, carpentry, architectural woodwork, roofing, drywall, painting, elevator,
plumbing, fire protection, HVAC, electrical) proposed for applicable parts of the work are:
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
_________________________________________________________________________
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BID FORM
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We understand that the successful Bidder/Contractor shall establish to the acknowledged acceptance
and satisfaction of the Owner and Architect the competence, the reliability and responsibility of the
persons or entities proposed to administer, supervise, furnish and perform the Work required by the
Bidding and Contract Documents. Any deviations from the above listed information shall also be
approved by the Owner and Architect.
FIRM NAME _________________________________________________
BY _________________________________________________
TITLE _________________________________________________
DATED _________________________________________________
SEAL_______________________________
(If Bid is by Corporation)
*
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REQUEST FOR INTERPRETATION
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REQUEST FOR INTERPRETATION
Project: Southwest Wisconsin Technical College
RFI Number:
Date:
To:
From:
Re:
Contractor’s Request:
Signed:
Date Response Requested:
To:
THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE NOR A REQUEST FOR
A PROPOSAL
Architect’s Interpretation:
Proceeding with the Work in compliance with this interpretation indicates the Contractor's acceptance of
no change in the Contract Sum and Contract Time.
Signed:
Date:
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SUBSTITUTION REQUEST
SUBSTITUTION REQUEST
00 63 25
Date Received
PROJECT: Southwest Wisconsin Technical College – Building 500 – Overhead Door Alteration
SPECIFIED ITEM:
Description
Section Number and Page
PROPOSED
SUBSTITUTION:
Substitution for Cause; explain:
Substitution for Convenience
DOCUMENTATION
Product Data, marked up to indicate compliance
Specification, marked up to indicate compliance
If submitted after Award of Contract, itemized cost difference between proposed and specified
work.
Other:
CERTIFICATIONS
Submitted by:
Name and Title
Firm Name
email
phone
The proposed substitution satisfies the conditions for substitutions listed in Section 01 25 00
"Substitution Procedures."
Signature (Proposing sub-contractor)
Date
Endorsement (required for Substitutions after Award of Contract)
The undersigned certifies that the above information is correct and that proposed substitution
complies with the requirements of Section 01 25 00 "Substitution Procedures."
Signature (Contractor/Construction Manager)
Date
ARCHITECT'S ACTION
Approved: the Substitution will be incorporated in the Contract by Change Order.
Approved: this form authorizes the Substitution as a Minor Change in the Work
Request Denied: proposed substitution does not comply with Contract Documents.
Request Denied: information is inadequate for evaluation.
Comments:
___________________________________________
Consultant
1101
Date
Date
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GENERAL CONDITIONS
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GENERAL CONDITIONS
AIA DOCUMENT A201-2007
AIA Document A201 - 2007, General Conditions of the Contract for Construction, published by the
American Institute of Architects, is hereby made a part of the Contract Documents.
Copies of this document are available for purchase on line at www.aia.org or from the local
distributor:
AIA Wisconsin
321 South Hamilton Street
Madison, WI 53703-4000
Phone: 608 257-8477
Fax: 608 257-0242
END OF GENERAL CONDITIONS
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SUPPLEMENTARY CONDITIONS
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TABLE OF ARTICLES
The Supplementary Conditions modify the following paragraphs of AIA Document A201-2007,
General Conditions of the Contract for Construction. Where a portion of the General Conditions is
modified or deleted by the Supplementary Conditions, the unaltered portions of the General
Conditions remain in effect.
Correlation and Intent of the Contract Documents
Ownership and Use of Drawings, Specifications and Other Instruments of Service
Labor and Materials
Taxes
Shop Drawings, Product Data and Samples
Architect’s Administration of the Contract
Changes in the Work
Applications for Payment
Substantial Completion
Insurance and Bonds
Claims for Additional Time
Arbitration
CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS
Add the following to Subparagraph 1. 2.1:
1.2.1.1 In the case of conflicts or discrepancies within or among the Contract Documents
not clarified by Addendum, the better quality or greater quantity of work, as determined by
the Architect, shall be provided.
1.2.1.2 Requirements of Sections in Division 01 "General Requirements" apply to the Work
of all Sections in the Specifications.
OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF
SERVICE
Add the following to Paragraph 1.6:
1.6.1 Copies of Architect's Electronic files (CAD and/or BIM) will be provided to Contractor
for Contractor's use in connection with Project, subject to execution of AIA Document C1062007 "Digital Data Licensing Agreement" and receipt of $350 processing fee for each
discipline (Civil, Landscaping, Architectural, Structural, Plumbing, Fire Protection, HVAC, or
Electrical) requested.
REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR
3.2.5 The Owner is entitled to reimbursement from the Contractor for amounts paid to the
Architect for evaluating and responding to the Contractor’s requests for information that are
not prepared in accordance with the Contract Documents or where the requested
information is available to the Contractor from a careful study and comparison of the
Contract Documents, field conditions, other Owner-provided information, Contractorprepared coordination drawings or prior Project correspondence or documentation.
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LABOR AND MATERIALS
Add the following to Subparagraph 3.4.3:
3.4.3.1 The Contractor shall enforce such rules as the Owner may establish for the conduct
of workmen on the premises during construction.
TAXES
3.6.1 The Owner asserts to be exempt from payment of State sales and use taxes. The
Owner’s State sales and use tax exemption procedure is specified in Division 01 Section
“Project Management and Coordination.”
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
Add the following to subparagraph 3.12:
3.12.11 The Architect’s review of Contractor’s submittals will be limited to examination of an
initial submittal and one re-submittal. The Owner is entitled to reimbursement from the
Contractor for amounts paid to the Architect for evaluation of additional re-submittals.
ARCHITECT’S ADMINISTRATION OF THE CONTRACT
4.2.2.1 The Owner is entitled to reimbursement from the Contractor for amounts paid to the
Architect for site visits made necessary by the fault of the Contractor or by defects and
deficiencies in the Work.
CHANGES IN THE WORK
7.1.4 The combined overhead and profit included in the total cost to the Owner of a change
in the Work shall be based on the following schedule:
1. For the Contractor, for Work performed by the Contractor’s own forces, 15 percent
of the cost.
2. For the Contractor, for Work performed by the Contractor’s Subcontractors, 7-1/2
percent of the cost.
3. For each Subcontractor involved, for Work performed by that Subcontractor’s own
forces, 15 percent of the cost.
4. For each Subcontractor involved, for Work performed by the Subcontractor’s Subsubcontractors, 7-1/2 percent of the amount due the Sub-subcontractor.
5. Cost to which overhead and profit is to be applied shall be determined in accordance
with Subparagraph 7.3.7.
6. In order to facilitate checking of quotations for extras or credits, all proposals shall
be accompanied by a complete itemization of costs including labor, materials and
Subcontracts. Where major cost items are Subcontracts, they shall be itemized
also.
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APPLICATIONS FOR PAYMENT
9.3.1.3 Pursuant to s. 66.0901(9)(b), Wis. Stats. (Municipal Law), until the Work is 50
percent complete, the Owner will retain 5 percent of the amount due to the Contractor on
account of progress payments. At the time the Work is 50 percent complete and thereafter
the Owner will make remaining partial payments in full, except if the Architect certifies that
the Work is not proceeding satisfactorily then the Owner will retain 10 percent of the amount
due to the Contractor on account of effected partial payments.
SUBSTANTIAL COMPLETION
Add the following to Subparagraphs 9.8.3:
9.8.3.1 The Architect will perform no more than one inspection to determine whether the
Work or a designated portion thereof has attained Substantial Completion in accordance
with the Contract Documents. The Owner is entitled to reimbursement from the Contractor
for amounts paid to the Architect for any additional inspections.
The Architect will perform no more than one inspection to determine whether the Work or a
designated portion thereof has attained Final Completion in accordance with the Contract
Documents. The Owner is entitled to reimbursement from the Contractor for amounts paid
to the Architect for any additional inspections.
9.8.5.1 The adjustment for Work that is incomplete or not in accordance with the
requirements of the Contract Documents shall be equal to 2-1/2 times estimated cost to
complete or correct the Work as determined by the Architect.
INSURANCE AND BONDS
Add the following Clauses to Subparagraph 11.1.2:
11.1.2.1 The limits for Worker’s Compensation and Employers’ Liability insurance shall
meet statutory limits mandated by State and Federal Laws. If limits in excess of those
required by statute are to be provided, or the employer is not statutorily bound to obtain such
insurance, or additional coverages are required, additional coverages and limits for such
insurance shall be as follows:
Each accident
Disease, policy limit
Disease, each employee
$ 1,000,000
$ 3,000,000
$ 1,000,000
11.1.2.2 The limits for Commercial General Liability insurance including coverage for
Premises-Operations; Independent Contractor's Protective, Products and Completed
Operations, Contractual Liability, Personal Injury and Broad Form Property Damage
(including coverage for Explosion, Collapse and Underground Hazards) shall be as follows:
Each Occurrence
General aggregate
Personal and Advertising Injury
Products-Completed Operations Aggregate
$
$
$
$
1,000,000
3,000,000
2,000,000
1,000,000
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1. The policy shall be endorsed to have the General Aggregate apply to this Project
only.
2. The Contractual Liability insurance shall include coverage sufficient to meet the
obligations in AIA Document A201-2007 under Paragraph 3.18.
3. Products and Completed Operations insurance shall be maintained for a minimum
period of (1) one year after either 90 days following Substantial Completion or final
payment, whichever is earlier.
11.1.2.3 Automobile Liability Insurance (owned, non-owned and hired vehicles) for bodily
injury and property damage:
Each accident
$ 1,000,000
11.1.2.4 Umbrella or Excess Liability Coverage:
Each occurrence
$ 5,000,000
Add the following sentence to Subparagraph 11.1.3:
If this insurance is written on a Commercial General Liability policy form, the certificates shall
be ACORD form 25-S, completed and supplemented in accordance with AIA Document
G715, Instruction sheet and supplemental Attachment for ACORD Certificate of Insurance
25-S.
11.1.5 The Owner and the Contractor intend that all policies provided in response to the
project insurance provisions shall protect all the parties insured and provide primary
coverage for all losses and damages caused by the perils covered thereby.
11.1.6 The Contractor agrees to evidence and maintain proof of financial responsibility to
cover costs as may arise from claims or tort and vicarious liability arising from employees.
Such evidence shall include insurance coverage for Worker’s Compensation claims as
required by the State where the Project is located, including Employer’s Liability and
Business Insurance covering general liability and automobile coverage in the amounts
approved by the Owner.
11.1.7 The Owner and the Architect shall be afforded a thirty (30) day written notice of
cancellation or non-renewal. A certificate indicating the required coverages shall be
submitted to the Owner for review and approval for the duration of this agreement.
Coverages shall be placed with an insurance company approved by the State where the
Project is located and rated “A” per Best’s Key Rating Guide. Additional information as to
policy form, retroactive date, discovery provisions and applicable retentions, shall be
submitted to the Owner to obtain approval of insurance requirements. Deviations, including
use of purchasing groups, risk retention groups, etc., or requests for waiver from the
requirements specified above shall be submitted in writing to the Owner for approval prior to
commencement of the Work.
11.1.8: General Liability coverage shall apply to direct operations, sublet work and
elevators. Property Damage Liability shall include coverage for Explosion, Collapse and
Underground hazard as appropriate to the Work.
11.1.9: In the event of cancellation or lapse, the Contractor shall halt all of the Work until
approved coverage is obtained. Stoppage on this account shall not be cause for extension
of time of completion.
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11.1.10 The Contractor shall within ten (10) days of the peril inform the Owner of claims
filed relating to the Work that may be covered under insurance coverages or involve the
Owner.
Delete the first sentence of Subparagraph 11.3.7 and replace with:
The Owner and Contractor waive all rights against (1) each other and any of their
subcontractors, sub-subcontractors, agents and employees, each of the other, and (2) the
Architect, Architect’s consultants, separate contractors described in Article 6, if any, and any
of their subcontractors, sub-subcontractors, agents and employees, for damages caused by
fire or other causes of loss to the extent covered by any form of insurance, suretyship or
policy of indemnification obtained pursuant to this Paragraph 11.3 or other insurance,
suretyship or policy of indemnification applicable to the Work, except such rights as they
have to proceeds of such insurance, suretyship or policy of indemnification held by the
Owner as fiduciary.
Delete Subparagraph 11.4.1 and substitute the following:
11.4.1 The Contractor shall furnish bonds covering faithful performance of the Contract and
payment of obligations arising thereunder. Bonds may be obtained through the Contractor's
usual source and the cost thereof shall be included in the Contract Sum. The amount of
each bond shall be equal to 100 percent of the Contract Sum.
11.4.1.1 The Contractor shall deliver the required bonds to the Owner not later than three
days following the date the Agreement is entered into, or if the Work is to be commenced
prior thereto in response to a letter of intent, the Contractor shall, prior to commencement of
the Work, submit evidence satisfactory to the Owner that such bonds will be purchased.
11.4.1.2 The Contractor shall require the attorney-in-fact who executes the required bonds
on behalf of the surety to affix thereto a certified and current copy of the power of attorney.
CLAIMS FOR ADDITIONAL TIME
Add the following to Paragraph 15.1.5:
15.1.5.3 Claims for increase in the Contract Time shall set forth in detail the circumstances
that form the basis for the Claim, the date upon which each cause of delay began to affect
the progress of the Work, the date upon which each cause of delay ceased to affect the
progress of the Work and the number of days’ increase in the Contract Time claimed as a
consequence of each such cause of delay. The Contractor shall provide such supporting
documentation as the Owner may require, including, where appropriate, a revised
construction schedule indicating all the activities affected by the circumstances forming the
basis of the Claim.
15.1.5.4 The Contractor shall not be entitled to a separate increase in the Contract Time for
each one of the number of causes of delay which may have concurrent or interrelated effects
on the progress of the Work, or for concurrent delays due to the fault of the Contractor.
ARBITRATION
Add the following Subparagraph 15.4.1:
15.4.1.1 Arbitration shall be conducted by a three-person-panel. At least one arbitrator shall
be an Architect registered in the State where the Project is located.
END OF SUPPLEMENTARY CONDITIONS
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SUMMARY
01 10 00 - 1
SECTION 01 10 00 – SUMMARY
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of the Contract, including General and Supplementary Conditions
and other Division 01 Specification Sections, apply to this Section.
SUMMARY
Work Covered By Contract Documents
Contracts
Use of Premises
Direct Purchase by Owner
WORK COVERED BY CONTRACT DOCUMENTS
The Work consists of demolishing portion of existing CMU interior non-load bearing wall to allow for
new overhead coiling door opening at two different locations in Building 500.
The Work includes selective demolition cutting and patching, new CMU block repairs, new steel lintel
at opening, and new overhead coiling doors.
CONTRACTS
The Project will be constructed under a construction contract between the Owner and the Contractor.
USE OF PREMISES
Owner will occupy site and existing building during entire construction period. Cooperate with Owner
during construction operations to minimize conflicts and facilitate Owner usage.
Provide not less than 72 hours' notice of activities that will affect Owner's operations.
Limit use of premises to work in areas where construction is indicated.
Existing Building: Maintain existing building in a weather-tight condition throughout construction
period. Repair damage caused by construction operations. Protect building and its occupants
during construction period.
Maintain access to exits, corridors and other adjacent in-use facilities.
Do not close or obstruct exits, corridors or other in-use facilities without written
permission from Owner.
Maintain fire-resistance-rated enclosures and separations.
Driveways and Entrances: Keep driveways and entrances serving premises clear and available to
Owner, Owner’s employees and emergency vehicles at all times. Do not use these areas for parking
or storage of materials.
0911-0412
Schedule deliveries to minimize use of driveways and entrances.
Schedule deliveries to minimize space and time requirements for storage of materials and
equipment on-site.
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SUMMARY
01 10 00 - 2
DIRECT PURCHASE BY OWNER
The Owner asserts to be exempt from Wisconsin Sales and Use Taxes on direct purchases and
reserves the right to implement the Owner’s state sales tax exemption procedure.
The Owner intends to purchase or rent directly materials, products and equipment for construction,
when the total cost of an item or an aggregation of items to be ordered from one supplier is
$3,000.00 or more, and when the other conditions of this procedure are satisfied.
The Contractor shall include the total of such applicable purchases in the [Bid Price] [Guaranteed
Maximum Price]. In addition, after commencement of the Construction Phase, the Contractor shall
promptly submit to the Owner a schedule of such purchases, including the total and itemized costs
(separating sales and use taxes) of materials and equipment, the Vendor’s name and general
description of items to be purchased.
The Contractor shall provide services to the Owner for such purchases, including preparation of
proposed purchase orders, recommendations of suppliers and vendors, receipt, storage, and
protection of materials and equipment. The Owner will purchase from the vendor(s) and supplier(s)
recommended by the Contractor, unless he is able to secure more advantageous prices elsewhere.
Suppliers shall invoice the Owner. Invoices shall name the Owner as the purchaser and
reference the purchase order number.
The Contractor shall review the invoices and recommend to the Owner approval, partial
approval or rejection. The Contractor shall also recommend to the Owner what retainage. if
any, should be withheld from each Supplier.
The Owner will order all materials and equipment directly purchased by him to be delivered to the job
site. The Contractor shall accept delivery and promptly notify the Owner thereof. When the
materials are delivered to the jobsite, the Contractor shall promptly unload and inspect them and
bring defects and deficiencies to the attention of the Owner. The Contractor shall assist the Owner
in contacting the supplier to correct or adjust the defects and deficiencies found.
The cost for transportation and delivery is the responsibility of the Material Supplier/Vendor and shall
be included in the Owner’s total purchase price.
The Contractor, as agent of the Owner, shall accept delivery and inform Owner thereof and be
responsible for receiving, unloading, storage, inspection, temporary protection and installation of all
material and equipment purchased by Owner.
The Contractor shall have the same responsibilities for the installation of materials, products and
equipment furnished by the Owner as he has for materials, products and equipment purchased by
him, except as amended by this article.
The Owner shall indemnify and hold the Contractor and Architect harmless from and against all
claims asserted against the Contractor or Architect relating to the liability for Sales or Use Tax on
materials, products and equipment, purchased or rented directly by the Owner, provided that:
0911-0412
The Contractor promptly tenders to the Owner the defense, negotiation, or other handling of
such claim;
The Contractor provides all information requested by the Owner for the Owner’s defense of
the claim
The claim is not the result of a breach by the Contractor of an agreement with the Owner.
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SUMMARY
01 10 00 - 3
Requirements of this subparagraph shall not apply to materials, products or equipment manufactured
or fabricated by the Contractor, nor to materials, products or equipment of which the Contractor is
the vendor, nor to materials, products and equipment supplied and installed by the same entity.
The Owner will write checks and remit payment directly to Suppliers.
EQUIPMENT FURNISHED BY OWNER
Prepare and submit schedule for delivery and installation of equipment indicated to be furnished and
installed by Owner and equipment indicated to be furnished by Owner and installed by Contractor.
Coordinate requirements with Owner, including scheduling and verification of equipment
locations and services required.
Receive delivery of, assemble and install equipment indicated to be furnished by Owner and installed
by Contractor, including making connections to services where required.
For Owner's existing equipment indicated to be reused, include disconnection at present
location and delivery to project site.
Protect Owner-furnished equipment from damage during construction. Remove and replace damaged components or units as required to restore equipment to its original condition.
The Contractor is not responsible for warranty obligations on equipment furnished by Owner, except
for related work undertaken by the Contractor.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (not used)
END OF SECTION
0911-0412
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WORK RESTRICTIONS
01 14 00 - 1
SECTION 01 14 00 – WORK RESTRICTIONS
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Access to site.
Coordination with occupants.
Work restrictions.
Related Requirements:
Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures
governing temporary use of Owner's facilities.
ACCESS TO SITE
Contractor shall have limited use of Project site for construction operations as indicated on Drawings
by the Contract limits and as indicated by requirements of this Section.
Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project
site beyond areas in which the Work is indicated.
Driveways, Walkways and Entrances: Keep driveways, and entrances serving premises
clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do
not use these areas for parking or storage of materials.
Schedule deliveries to minimize use of driveways and entrances by construction
operations.
Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on-site.
Condition of Existing Building: Repair damage caused by construction operations.
COORDINATION WITH OCCUPANTS
Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with
the exception of areas under construction. Cooperate with Owner during construction operations to
minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's
operations. Maintain existing exits unless otherwise indicated.
1012-0210
Maintain access to existing, walkways, corridors, and other adjacent in-use facilities. Do not
close or obstruct walkways, corridors, or other in-use facilities without written permission
from Owner and approval of authorities having jurisdiction.
Notify Owner not less than 72 hours in advance of activities that will affect Owner's
operations.
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WORK RESTRICTIONS
01 14 00 - 2
WORK RESTRICTIONS
Use of Public Streets: Comply with limitations on use of public streets and with other requirements
of authorities having jurisdiction.
On-Site Work Hours: Limit work in the existing building to normal business working hours of
6:00 a.m. to 10:00 p.m., Monday through Friday, unless otherwise indicated.
Weekend Hours: None, unless approved by Owner.
Hours for Utility Shutdowns: Verify with Owner prior to any utility shutdowns as some spaces
may be occupied during this time frame.
Hours for noisy activity: Limit to early mornings and late in the evening.
Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others
unless permitted under the following conditions and then only after providing temporary utility
services according to requirements indicated:
Notify Owner not less than three days in advance of proposed utility interruptions.
Obtain Owner's written permission before proceeding with utility interruptions.
Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and
vibration, odors, or other disruption to Owner occupancy with Owner.
Notify Owner not less than three days in advance of proposed disruptive operations.
Obtain Owner's written permission before proceeding with disruptive operations.
Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances,
operable windows, or outdoor-air intakes.
Controlled Substances: Use of tobacco products and other controlled substances [within the existing
building] [on Project site] is not permitted.
Employee Screening: Comply with Owner's requirements for [drug] [and] [background] screening of
Contractor personnel working on Project site.
Maintain list of approved screened personnel with Owner's representative.
PART 3 - EXECUTION (Not Used)
END OF SECTION
1012-0210
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SUBSTITUTION PROCEDURES
01 25 00 - 1
SECTION 01 25 00 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Administrative and procedural requirements for substitutions.
Related requirements include:
Section 01 60 00 "Product Requirements" for comparable product submittals.
DEFINITIONS
Substitutions: Changes in products, materials, equipment, and methods of construction from those
required by the Contract Documents and proposed by Contractor.
Substitutions for Cause: Changes proposed by Contractor that are required due to changed
Project conditions, such as unavailability of product, regulatory changes, or unavailability of
required warranty terms.
Substitutions for Convenience: Changes proposed by Contractor or Owner that are not
required in order to meet other Project requirements but may offer advantage to Contractor
or Owner.
ACTION SUBMITTALS
Substitution Requests: Identify product, fabrication or installation method to be replaced.
1012-0210
Substitution Request Form: Use form provided as page 00 63 25 of Project Manual.
Documentation: Show compliance with conditions for substitutions and the following, as
applicable:
Statement indicating why specified product or installation cannot be provided.
Detailed comparison of significant qualities of proposed substitution with those of the
Work specified. Significant qualities include performance, weight, size, durability,
visual effect, sustainable design characteristics, warranties, and specific features
and requirements indicated. Include:
Product Data, including drawings, descriptions of products, and fabrication
and installation procedures. Annotate data to indicate compliance of
proposed substitution with requirements.
Copy of applicable Specification Section annotated to show compliance of
proposed substitution.
Deviations, if any, from the Work specified.
Samples, where requested.
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01 25 00 - 2
Coordination information, including a list of changes or revisions needed to other
parts of the Work which will be necessary to accommodate proposed substitution.
Certificates and qualification data, where requested.
List of similar installations for completed projects with project names and addresses
and names and addresses of architects and owners.
Material test reports from a qualified testing agency indicating and interpreting test
results for compliance with requirements indicated.
Detailed comparison of Contractor's construction schedule using proposed
substitution with products specified for the Work, including effect on the overall
Contract Time. If specified product or method of construction cannot be provided
within the Contract Time, include letter from manufacturer, on manufacturer's
letterhead, stating date of receipt of purchase order, lack of availability, or delays in
delivery.
Cost information, including a proposal of change, if any, in the Contract Sum.
Contractor's certification that proposed substitution complies with requirements in
the Contract Documents except as indicated in substitution request, is compatible
with related materials, and is appropriate for applications indicated.
Contractor's waiver of rights to additional payment or time that may subsequently
become necessary because of failure of proposed substitution to produce indicated
results.
Architect's Action:
If necessary, Architect will request additional information or
documentation for evaluation within seven days of receipt of a request for substitution.
Architect will notify Contractor of acceptance or rejection of proposed substitution within 15
days of receipt of request, or seven days of receipt of additional information or
documentation, whichever is later.
Forms of Acceptance: Change Order, Construction Change Directive, or Architect's
Supplemental Instructions for minor changes in the Work.
Use product specified if Architect does not issue a decision on use of a proposed
substitution within time allocated.
QUALITY ASSURANCE
Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with
related products and materials. Engage a qualified testing agency to perform compatibility tests
recommended by manufacturers.
PROCEDURES
The Contractor’s submittal and Architect’s acceptance of Schedules, Drawings, Product Data or
Samples that relate to construction activities not complying with the Contract Documents does not
constitute an acceptable request for substitution, nor does it constitute approval.
Coordination:
substitutions.
1012-0210
Revise or adjust affected work as necessary to integrate work of the approved
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01 25 00 - 3
PART 2 - PRODUCTS
SUBSTITUTIONS
Substitutions for Cause: Submit requests for substitution immediately on discovery of need for
change, but not later than 15 days prior to time required for preparation and review of related
submittals.
Conditions: Architect will consider Contractor's request for substitution when the following
conditions are satisfied. If the following conditions are not satisfied, Architect will return
requests without action, except to record noncompliance with these requirements:
Requested substitution is consistent with the Contract Documents and will produce
indicated results.
Requested substitution provides sustainable design characteristics that specified
product provided.
Substitution request is fully documented and properly submitted.
Requested substitution will not adversely affect Contractor's construction schedule.
Requested substitution has received necessary approvals of authorities having
jurisdiction.
Requested substitution is compatible with other portions of the Work.
Requested substitution has been coordinated with other portions of the Work.
Requested substitution provides specified warranty.
If requested substitution involves more than one contractor, requested substitution
has been coordinated with other portions of the Work, is uniform and consistent, is
compatible with other products, and is acceptable to all contractors involved.
Substitutions for Convenience: Architect will consider requests for substitution if received within 21
days after commencement of the Work. Requests received after that time may be considered or
rejected at discretion of Architect.
Conditions: Architect will consider Contractor's request for substitution when the following
conditions are satisfied. If the following conditions are not satisfied, Architect may return
requests without action, except to record noncompliance with these requirements:
Requested substitution offers Owner a substantial advantage in cost, time, energy
conservation, or other considerations, after deducting additional responsibilities
Owner must assume. Owner's additional responsibilities may include compensation
to Architect for redesign and evaluation services, increased cost of other
construction by Owner, and similar considerations.
Requested substitution does not require extensive revisions to the Contract
Documents.
Requested substitution satisfies the conditions for Substitution for Cause above.
END OF SECTION
1012-0210
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CONTRACT MODIFICATION PROCEDURES
01 26 00 - 1
SECTION 01 26 00 – CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provisions of Contract, including General and Supplementary Conditions and
other Division 01 Specification Sections, apply to this Section.
SUMMARY
Administrative and procedural requirements for handling and processing Contract modifications.
MINOR CHANGES IN THE WORK
Architect will issue to the Contractor supplemental instructions authorizing minor changes in the
work, not involving adjustment to the Contract Sum or Contract Time, as a response to a Request for
Architect's Interpretation; a form for this is included in the Project Manual.
OWNER-INITIATED PROPOSAL REQUESTS
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.
Proposal requests issued by Architect are for information only. Do not consider them as an
instruction either to stop work in progress or to execute the proposed change.
Within 7 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.
Include a list of quantities of products required and unit costs, if applicable, with the total
amount of purchases to be made. Where requested, furnish survey data to substantiate
quantities.
Indicate amounts of applicable taxes, insurance and bond requirements, delivery charges,
equipment rental and trade discounts. List separately overhead and profit, and supplier and
handling fees.
Credit for deletions from Contract shall be documented same as additions to Contract.
Include a statement indicating justification of the total 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.
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 total effect of
the proposed change on the Contract Sum and Contract Time for a total, all-inclusive cost
necessary to execute the proposed change.
Include a list of quantities of products required and unit costs, if applicable, with the total
amount of purchases to be made. Where requested, furnish all survey data to substantiate
quantities.
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Indicate applicable taxes, delivery charges, equipment rental and amounts of trade
discounts.
Include an updated Contractor’s Construction Schedule that indicates the effect of the
change, including, but not limited to, changes in activity duration, start and finish times, and
activity relationship. Use available total float before requesting an extension of the Contract
Time.
Comply with requirements for substitutions in Division 1 Section “Product Requirements” if
the proposed change requires substitution of one product or system for a product or system
specified.
CONSTRUCTION CHANGE DIRECTIVES
When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect will
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.
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.
Promptly execute the change in work.
Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
After completion of the change, submit an itemized account and all supporting data
necessary to substantiate cost and time adjustments to the Contract.
CHANGE ORDERS
On Owner's approval of a Proposal, Architect will issue a Change Order for signatures of Owner and
Contractor on AIA Document G701.
Where quantities and unit costs have been quoted and verified, Change Order will be executed on
Lump Sum Basis.
Where unit cost is quoted and quantity is not, Change Order will be treated as a Time and Material
Change Order.
Submit promptly itemized account and supporting data after completion of change. Include
the following:
Origin and date of the claim.
Dates and times of work was performed and by whom.
Time records and wage rates paid.
Invoices and receipts for products, equipment and subcontracts similarly
documented.
The Contractor shall revise Schedule of Values and Application of Payment AIA Form G702 to record each authorized Change Order as a separate line item, and adjust the Contract Sum as shown
on Change Order.
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PART 2 – PRODUCTS (Not Used)
PART 3 – EXECUTION (Not Used)
END OF SECTION
01 26 00 - 3
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0912
PAYMENT PROCEDURES
01 29 00 - 1
SECTION 01 29 00 - PAYMENT PROCEDURES
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Administrative and procedural requirements necessary to prepare and process Applications for
Payment.
Related Sections include:
Division 01 Section “Construction Progress Documentation” for administrative requirements
governing preparation and submittal of Contractor’s Construction Schedule and Submittals
Schedule.
Division 01 Section “Closeout Procedures” for prerequisites to Payment at Substantial
Completion and Final Payment.
DEFINITIONS
Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to
various portions of the Work and used as the basis for reviewing Contractor’s Applications for
Payment.
SCHEDULE OF VALUES
Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor’s
Construction Schedule.
Correlate line items in the Schedule of Values with other required administrative forms and
schedules, including the following:
Application for Payment forms with Continuation Sheets
Submittals Schedule
Submit the Schedule of Values to Architect at earliest possible date, but no later than
fourteen (14) days before the date scheduled for submittal of initial Applications for Payment.
Sub-schedules: Where the Work is separated into phases requiring separately
phased payments, provide sub-schedules showing values correlated with each
phase of payment.
Format and Content: Use the Project Manual table of contents as a guide to establish line items for
the Schedule of Values. Provide at least one line item for each Specification Section.
Include the following Project identification on the Schedule of Values:
Project name and location
Name of Architect
Architect’s project number
Contractor’s name and address
Date of submittal
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PAYMENT PROCEDURES
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Arrange the Schedule of Values in tabular form with separate columns to indicate the
following for each item listed:
Related Specification Section or Division
Description of the Work
Name of Subcontractor
Name of Manufacturer or Fabricator
Name of Supplier
Change Orders (numbers) that affect value
Dollar value: percentage of the Contract Sum adjusted to total 100 percent
Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation
of Applications for Payment and progress reports. Provide several line items for principal
subcontract amounts, where appropriate.
Each item in the Schedule of Values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
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 Contractor’s option.
Schedule Updating: Update and resubmit the Schedule of Values before the next Applications for Payment when Change Orders result in a change in the Contract Sum.
APPLICATIONS FOR PAYMENT
Each Application for Payment shall be consistent with previous applications and payments as
certified by the Architect and paid for by the Owner.
Initial Application for Payment, Application for Payment at time of Substantial Completion
and final Application for Payment involve additional requirements.
th
Payment Application Times: The date for each progress payment is the 15 day of each month.
The period covered by each Application for Payment starts on the day following the end of the
preceding period and ends 15 days before the date for each progress payment.
Payment Application Forms:
Sheets.
Use AIA Document G702 and AIA Document G703 Continuation
Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
Entries shall match data on the Schedule of Values and Contractor’s Construction Schedule.
Use updated schedules if revisions were made.
Include amounts of Change Orders, and list Construction Change Directives, issued before
last day of construction period covered by application.
Transmittal: Submit three (3) signed and notarized original copies of each Application for Payment
to the Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien
and similar attachments, if required.
Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
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PAYMENT PROCEDURES
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Waivers of Mechanic’s Lien: With each Application for Payment, submit waivers of mechanic’s liens
from subcontractors, sub-subcontractors, suppliers and from every other entity who is lawfully
entitled to file a mechanic's lien for construction period covered by the previous application.
Submit partial waivers on each item for amount requested, after deduction for retainage, on
each item.
When an application shows completion of an item, submit final or full waivers.
Owner reserves the right to designate which entities involved in the Work shall submit
waivers.
Submit final Application for Payment with final waivers from every entity involved with
performance of the Work covered by the applications who is lawfully entitled to a lien.
Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner.
Initial Application for Payment: Administrative actions and submittals that must precede or coincide
with submittal of first Application for Payment include the following:
List of Subcontractors
Schedule of Values
Contractor’s Construction Schedule
Products list
Schedule of Unit Prices, if any
Submittals Schedule
List of Contractor’s Staff Assignments
List of Contractor’s Principal Consultants
Copies of Building Permits
Copies of Authorizations and Licenses from Authorities having Jurisdiction for Performance
of the Work
Initial Progress Report
Report of preconstruction conference
Certificates of insurance and insurance policies
Performance and payment bonds
Data needed to acquire Owner’s insurance
Application for Payment at Substantial Completion: After issuing of the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of the
Work claimed as substantially complete.
Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.
This application shall reflect Certificates of Partial Substantial Completion issued previously
for Owner occupancy of designated portions of the Work.
Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited to, the following:
Evidence of Project completion and Closeout requirements.
Insurance certificates for products and completed operations and proof that taxes, fees and
similar obligations were paid.
Updated final statement, accounting for changes to the Contract Sum.
AIA Document G706, “Contractor’s Affidavit of Payment of Debts and Claims.”
AIA Document G706A, “Contractor’s Affidavit of Release of Liens.”
AIA Document G707, “Consent of Surety to Final Payment.”
Evidence that claims have been settled.
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PAYMENT PROCEDURES
PART 3 – EXECUTION (Not Used)
END OF SECTION
01 29 00 - 4
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PROJECT MANAGEMENT AND COORDINATION
01 31 00 - 1
SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
RELATED DOCUMENTS
and other Division 01 Specification Sections, apply to this section.
SUMMARY
Administrative and procedural requirements for coordinating construction operations including:
Coordination Drawings
Administrative and supervisory personnel
General project coordination
Direct purchase by Owner
Project meetings
Requests for Architect's Interpretation (RFIs).
Division 01 Section “Construction Progress Documentation” for preparing and submitting the
Contractor’s construction schedule.
SUBMITTALS
Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates
maximum utilization of space for efficient installation of different components or if coordination is
required for installation of products and materials fabricated by separate entities.
Content: Project-specific information, drawn accurately to scale. Do not base Coordination
Drawings on reproductions of the Contract Documents or standard printed data. Include the
following information, as applicable:
Indicate functional and spatial relationships of components of architectural,
structural, civil, mechanical, and electrical systems.
Indicate required installation sequences.
Indicate dimensions shown on the Contract Drawings and make specific note of
dimensions that appear to be in conflict with submitted equipment and minimum
clearance requirements. Provide alternate sketches to Architect for resolution of
such conflicts. Minor dimension changes and difficult installations will not be
considered changes to the Contract.
Staff Names: Within 15 days of starting construction operations, submit a list of principal staff
assignments, including superintendent and other personnel in attendance at project site. Identify
individuals and their duties and responsibilities; list addresses and telephone numbers, including
home and office telephone numbers. Provide names, addresses and telephone numbers of
individuals assigned as standbys in the absence of individuals assigned to project.
Post copies of list in project meeting room, in temporary field office and by each temporary
telephone.
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GENERAL PROJECT COORDINATION
Coordinate construction to ensure efficient and orderly installation of each part of the work.
Schedule construction operations in sequence required to obtain the best results where
installation of one part of the work depends on installation of other components, before or
after its own installation.
Coordinate installation of components to ensure maximum accessibility for required
maintenance, service and repair.
Make adequate provisions to accommodate items scheduled for later installation.
If necessary, prepare memoranda for distribution to each party involved outlining special procedures
required for coordination. Include such items as required notices, reports and list of attendees at
meetings.
Administrative Procedures: Coordinate scheduling and timing of required administrative procedures
with other construction activities to avoid conflicts and to ensure orderly progress of the work. Such
administrative activities include, but are not limited to, the following:
Preparation of contractor’s construction schedule
Preparation of the Schedule of Values
Installation and removal of temporary facilities and controls
Delivery and processing of submittals
Progress meetings
Pre-installation meetings
Project closeout activities
DIRECT PURCHASE BY OWNER
The Owner will directly purchase or rent products for construction, when the total cost of an item or
aggregation of items from one supplier is $3,000.00 or more in order to qualify for Wisconsin Sales
and Use Taxes exemption.
Prior to submission of the first application for payment, the Contractor shall submit a schedule of
proposed Owner direct purchases. The schedule shall include:
Description of products
Suppliers' names and contact information
Total and itemized costs with sales and use taxes separated.
The cost of Owner direct purchases will be deducted from the Contract sum by Change Order.
The Contractor shall provide administrative assistance to the Owner for such direct purchases,
including:
Recommendations for suppliers
Establishment of Owner accounts with suppliers
Preparation of purchase orders,
Review of invoices
Recommendation for payment including retainage
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Correction of deficiencies.
The Contractor shall have the same responsibilities for the receipt, storage and installation of
products directly purchased by Owner as for products purchased by the Contractor.
Suppliers shall invoice the Owner directly, referencing the purchase order number. Transportation
and delivery costs shall be included in the price.
The Owner will remit payment directly to the Supplier.
The Owner shall indemnify and hold the Contractor and Architect harmless from and against all
claims asserted against the Contractor or Architect relating to liability for Sales or Use Tax on
products purchased or rented directly by the Owner, provided that:
The Contractor promptly tenders to the Owner the defense, negotiation or other handling of
such claim.
The Contractor provides all information requested by the Owner for the Owner’s defense of
the claim.
The claim is not the result of a breach by the Contractor of an agreement with the Owner.
Requirements of this subparagraph are not applicable to:
Products manufactured or fabricated by the Contractor
Products supplied by the Contractor
Products supplied and installed by the same entity.
PROJECT MEETINGS
General: Schedule and conduct meetings at project site.
Attendees: Inform participants and others involved and individuals whose presence is
required, of date and time of each meeting at least 5 working days before convening
meeting. Notify Owner and Architect of scheduled meeting dates and times.
Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
Minutes: Record significant discussions and agreements achieved. Distribute meeting
minutes to everyone concerned, including Owner and Architect, within three days of
meeting.
Pre-construction Conference: Schedule a pre-construction conference before starting construction,
at a time convenient to Owner and Architect, but no later than 15 days after execution of the
Agreement. Hold the meeting at project site or another convenient location. Conduct the meeting to
review responsibilities and personnel assignments.
Agenda: Discuss items of significance that could affect progress, including:
Tentative construction schedule
Phasing
Critical work sequencing
Designation of responsible personnel
Procedures for processing field decisions and Change Orders
Procedures for processing Applications for Payment
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Submittal procedures
Preparation of record documents
Use of the premises
Responsibility for temporary facilities and controls
Parking
Office, work and storage areas
Equipment deliveries and priorities
First aid
Security
Progress cleaning
Working hours
Pre-installation Conference: Conduct a preinstallation meeting at project site before each construction activity that requires coordination with other construction.
Attendees: Installer and representatives of 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 Architect of
scheduled meeting dates.
Agenda: Review progress of other construction activities and preparations for the particular
activity under consideration, including requirements for the following:
Contract Documents
Options
Related Change Orders
Purchases
Deliveries
Submittals
Review of mockups
Possible conflicts
Compatibility problems
Time schedules
Weather limitations
Manufacturer’s written recommendations
Warranty requirements
Compatibility of materials
Acceptability of substrates
Temporary facilities and controls
Space and access limitations
Regulations of authorities having jurisdiction
Testing and inspecting requirements
Required performance results
Protection of construction and personnel
Record significant conference discussions, agreements and disagreements.
Do not proceed with installation if the meeting cannot be successfully concluded. Initiate
whatever actions are necessary to resolve impediments to performance of the work and
reconvene the meeting at earliest feasible date.
Progress Meetings: Conduct progress meetings at regular intervals. Coordinate dates of meetings
with preparation of payment requests.
Attendees: In addition to representatives of the Owner, the Architect and the Contractor,
each subcontractor, supplier and other entity concerned with current progress or involved in
planning, coordination or performance of future activities shall be represented at these
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meetings. All participants at the conference shall be familiar with project and authorized to
conclude matters relating to the work.
Agenda: Review and correct or approve minutes of previous progress meeting. Review
items of significance that could affect progress. Include topics for discussion as appropriate
to status of project.
Contractor’s Construction Schedule: Review progress since the last meeting.
Determine whether each activity is on time, ahead of schedule or behind schedule,
in relation to contractor’s construction schedule. Determine how construction behind
schedule will be expedited; secure commitments from parties involved to do so.
Discuss whether schedule revisions are required to ensure that current and
subsequent activities will be completed within the contract time.
Review present and future needs of each entity present, including the following:
Interface requirements
Sequence of operations
Status of submittals
Deliveries
Off-site fabrication
Access
Site utilization
Temporary facilities and controls
Work hours
Hazards and risks
Progress cleaning
Quality and work standards
Change Orders
Documentation of information for payment requests
Reporting: 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.
Schedule Updating: Revise contractor’s construction schedule after each progress
meeting where revisions to the schedule have been made or recognized. Issue
revised schedule concurrently with the report of each meeting.
REQUESTS FOR ARCHITECT'S INTERPRETATION (RFIs)
Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and
if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form
specified.
RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be
returned with no response.
Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work
or work of subcontractors.
Content of the RFI: Include a detailed, legible description of item needing interpretation and the
following:
Project name.
Date.
Name of Contractor.
Name of Architect.
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RFI number, numbered sequentially.
Specification Section number and title and related paragraphs, as appropriate.
Drawing number and detail references, as appropriate.
Field dimensions and conditions, as appropriate.
Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or
the Contract Sum, Contractor shall state impact in the RFI.
Contractor's signature.
Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop
Drawings, and other information necessary to fully describe items needing interpretation.
Supplementary drawings prepared by Contractor shall include dimensions,
thicknesses, structural grid references, and details of affected materials, assemblies,
and attachments.
Hard-Copy RFIs: Form included as page 00 63 13 of the Project Manual.
Identify each page of attachments with the RFI number and sequential page number.
Software-Generated RFIs:
indicated above.
Software-generated form with substantially the same content as
Attachments shall be electronic files in Adobe Acrobat PDF format.
Architect's Action: Architect will review each RFI, determine action required, and return it. Allow
seven working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be
considered as received the following working day.
The following RFIs will be returned without action:
Requests for approval of submittals.
Requests for approval of substitutions.
Requests for coordination information already indicated in the Contract Documents.
Requests for adjustments in the Contract Time or the Contract Sum.
Requests for interpretation of Architect's actions on submittals.
Incomplete RFIs or RFIs with numerous errors.
Architect's action may include a request for additional information, in which case Architect's
time for response will start again.
Architect's action on RFIs that may result in a change to the Contract Time or the Contract
Sum may be eligible for Contractor to submit Change Proposal according to Division 1
Section "Contract Modification Procedures."
If Contractor believes the RFI response warrants change in the Contract Time or the
Contract Sum, notify Architect in writing within 10 days of receipt of the RFI
response.
On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to
affected parties. Review response and notify Architect within seven days if Contractor disagrees
with response.
RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit
log monthly. Include the following:
Project name.
Name and address of Contractor.
Name and address of Architect.
RFI number including RFIs that were dropped and not submitted.
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RFI description.
Date the RFI was submitted.
Date Architect's response was received.
Identification of related Minor Change in the Work, Construction Change Directive, and
Proposal Request, as appropriate.
END OF SECTION
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0912
CONSTRUCTION PROGRESS DOCUMENTATION
01 32 00 - 1
SECTION 01 32 00 – CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Administrative and procedural requirements for documenting the progress of construction during
performance of the Work, including, but not limited to, the following:
Contractor construction schedule.
Submittals schedule.
Daily construction reports.
Field condition reports.
Special reports.
Related Sections include the following:
Division 01 Section “Payment Procedures” for submitting the Schedule of Values.
Division 01 Section “Project Management and Coordination” for submitting and distributing
meeting minutes.
Division 01 Section “Submittal Procedures” for submitting schedules and reports.
DEFINITIONS
Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and
controlling the construction project. Activities included in a construction schedule consume time and
resources.
Event: The starting or ending point of an activity.
Milestone: A key or critical point in time for reference or measurement.
SUBMITTALS
Submittals Schedule: Submit 3 copies of schedule. Arrange the following information in a tabular
format:
Scheduled date for first submittal.
Specification Section number and title.
Submittal category (action or informational).
Name of subcontractor.
Description of work covered.
Scheduled date for Architect’s final release or approval.
Contractor’s Construction Schedule: Submit 3 copies of initial schedule, large enough to show entire schedule for entire construction period.
Field Condition Reports: Submit 1 copy at time of discovery of differing conditions.
Special Reports: Submit 1 copy at time of unusual event.
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0912
01 32 00 - 2
COORDINATION
Coordinate preparation and processing of schedules and reports with performance of construction
activities.
Coordinate Contractor’s Construction Schedule with the Schedule of Values, list of subcontracts,
Submittals Schedule, progress reports, payment requests, and other required schedules and reports.
Secure time commitments for performing critical elements of the Work from parties involved.
Coordinate each construction activity with other activities and schedule them in proper
sequence.
PART 2 – PRODUCTS
SUBMITTALS SCHEDULE
Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by
construction schedule. Include time required for review, resubmittal, ordering, manufacturing,
fabrication, and delivery when establishing dates.
Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and
Contractor’s Construction Schedule.
Submit concurrently with submittal of Contractor’s Construction Schedule.
required to reflect current status and changes.
Update as
CONTRACTOR’S CONSTRUCTION SCHEDULE
Submit a comprehensive, fully developed, horizontal Gantt-chart-type, Contractor’s Construction
Schedule within 21 days of date established for commencement of the Work, or the Notice to
Proceed, whichever earlier.
Comply with procedures contained in AGC “Construction Planning and Scheduling”.
Preparation: Indicate each significant construction activity separately. Identify first workday of each
week with a continuous vertical line.
For construction activities that require 3 months or longer to complete, indicate an estimated
completion percentage within time bar.
Time Frame: Extend schedule from date established for commencement of the Work or the Notice
to Proceed, whichever earlier to date of Final Completion.
Contract completion date will not be changed by submission of a schedule that shows an
early completion date, unless specifically authorized by Change Order.
Activities: Treat each story or separate area as a separate numbered activity for each principal
element of the Work. Comply with the following:
Activity Duration: Define activities so no activity is longer than 20 days, unless specifically
allowed by Architect.
Procurement Activities: Include procurement process activities for long lead items and major
items, requiring a cycle of more than 60 days, as separate activities in schedule.
Procurement cycle activities include submittals, approvals, purchasing, fabrication and
delivery.
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0912
01 32 00 - 3
Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section
“Submittal Procedures” in schedule. Coordinate submittal review times in Contractor’s
Construction Schedule with Submittals Schedule.
Substantial Completion: Indicate completion in advance of date established for Substantial
Completion and allow time for Architect’s administrative procedures necessary for
certification of Substantial Completion.
Constraints: Include constraints and work restrictions indicated in the Contract Documents and as
follows in schedule, and show how the sequence of the Work is affected.
Milestones: Include milestones indicated in the Contract Documents in schedule, including,
but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.
Contract Modifications: For each proposed contract modification, and concurrent with its
submission, prepare a time-impact analysis to indicate the effect of the proposed change on
the overall project schedule.
REPORTS
Daily Construction Reports: Prepare a daily construction report recording the following information
concerning events at Project site:
List of subcontractors at Project site.
List of separate contractors at Project site.
Approximate count of personnel at Project site.
High and low temperatures and general weather conditions.
Accidents.
Meetings and significant decisions.
Unusual events (refer to special reports).
Stoppages, delays, shortages and losses.
Meter readings and similar recordings.
Emergency procedures.
Orders and requests of authorities having jurisdiction.
Change Orders received and implemented.
Construction Change Directives received.
Services connected and disconnected.
Equipment or system tests and startups.
Partial Completions and occupancies.
Substantial completions authorized.
Field Condition Reports: Immediately on discovery of a difference between field conditions and the
Contract Documents, prepare a detailed report. Submit with a Request for Interpretation. Include a
detailed description of the differing conditions, together with recommendations for changing the
Contract Documents.
Special Reports: When an event of an unusual and significant nature occurs at Project site, whether
or not related directly to the Work, prepare and submit a special report. List chain of events, persons
participating, response by Contractor’s personnel, evaluation of results or effects, and similar
pertinent information. Advise Owner in advance when these events are known or predictable.
Submit special reports directly to Owner within one (1) day of an occurrence. Distribute
copies of report to parties affected by the occurrence.
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01 32 00 - 4
PART 3 – EXECUTION
CONTRACTOR’S CONSTRUCTION SCHEDULE
Contractor’s Construction Schedule Updating: At monthly intervals, update schedule to reflect actual
construction progress and activities. Issue schedule one week before each regularly scheduled
progress meeting.
Revise schedule immediately after each meeting or other activity where revisions have been
recognized or made. Issue updated schedule concurrently with the report of each such
meeting.
Include a report with updated schedule that indicates every change, including, but not limited
to, changes in logic, durations, actual starts and finishes, and activity durations.
As the Work progresses, indicate Actual Completion percentage for each activity.
Distribution: Distribute copies of approved schedule to the Architect, Owner and other parties with a
need-to-know schedule responsibility.
Post copies in Project meeting rooms and temporary field offices.
When revisions are made, distribute updated schedules to the same parties and post in the
same locations. Delete parties from distribution when they have completed their assigned
portion of the Work and are no longer involved in performance of construction activities.
END OF SECTION
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0908
QUALITY REQUIREMENTS
01 40 00 - 1
SECTION 01 40 00 - QUALITY REQUIREMENTS
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Administrative and procedural requirements for quality assurance and quality control.
Testing and inspecting services are required to verify compliance with requirements specified or
indicated. These services do not relieve the Contractor of responsibility for compliance with the
Contract Document requirements.
Specified tests, inspections and related actions do not limit the Contractor’s quality-control
procedures that facilitate compliance with the Contract Document requirements.
Requirements for the Contractor to provide quality-control services required by Architect,
Owner or authorities having jurisdiction are not limited by provisions of this Section.
Division 01 Section “Cutting and Patching” for repair and restoration of construction
disturbed by testing and inspecting activities.
Divisions 02 through 14 Sections for specific test and inspection requirements.
DEFINITIONS
Testing Agency: An entity engaged to perform specific tests, inspections or both. Testing laboratory
shall mean the same as testing agency.
SUBMITTALS
Qualification Data: For testing agencies specified in “Quality Assurance” Article to demonstrate their
capabilities and experience. Include proof of qualifications in the form of a recent report on the
inspection of the testing agency by a recognized authority.
Reports: Certified written reports that include:
Date of issue
Project title and number
Name, address and telephone number of testing agency
Dates and locations of samples and tests or inspections
Description of the Work and test and inspection method
Identification of product and Specification Section
Complete test or inspection data
Test and inspection results and an interpretation of test results
Ambient conditions at time of sample taking and testing and inspecting
Opinions on whether tested or inspected Work complies with the Contract Documents
Name and signature of laboratory inspector
Recommendations on retesting and reinspecting
Permits, Licenses and Certificates: For Owner’s records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
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0908
01 40 00 - 2
payments, judgments, correspondence, records and similar documents, established for compliance
with standards and regulations bearing on performance of the Work.
QUALITY ASSURANCE
Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this
Project and with a record of successful in-service performance, as well as sufficient production
capacity to produce required units.
Factory-Authorized Service Representative Qualifications: An authorized representative of the
Manufacturer who is trained and approved by Manufacturer to inspect installation of manufacturer's
products that are similar in material, design, and extent to those indicated for this Project.
Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work
similar in material, design, and extent to that indicated for this Project, whose work has resulted in
construction with a record of successful in-service performance.
Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to
those indicated for this Project and with a record of successful in-service performance.
Professional Engineer Qualifications: A Professional Engineer who is legally qualified to practice in
jurisdiction where Project is located and who is experienced in providing engineering services of the
kind indicated. Engineering services are defined as those performed for installations of the system,
assembly or product that are similar to those indicated for this Project in material, design and extent.
Testing Agency Qualifications: An agency with the experience and capability to conduct testing and
inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and
inspections to be performed.
QUALITY CONTROL
Unless otherwise indicated, provide quality-control services specified or required by authorities
having jurisdiction.
Testing and inspecting requested by Contractor and not required by the Contract Documents
are the Contractor’s responsibility.
Submit additional copies of each written report directly to authorities having jurisdiction,
when they so direct.
Manufacturer’s Field Services: Where indicated, engage a factory-authorized service representative
to inspect field-assembled components and equipment installation, including service connections.
Report results in writing.
Retesting and Re-inspecting: Regardless of whether original tests or inspections were Contractor’s
responsibility, provide quality-control services, including retesting and re-inspecting, for construction
that revised or replaced Work that failed to comply with requirements established by the Contract
Documents.
Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties.
Provide qualified personnel to perform required tests and inspections.
Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work
during performance of its services.
Interpret tests and inspections and state in each report whether tested and inspected work
complies with or deviates from requirements.
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01 40 00 - 3
Submit a certified written report, in duplicate, of each test, inspection and similar qualitycontrol service through Contractor.
Do not release, revoke, alter or increase requirements of the Contract Documents or
approve or accept any portion of the Work.
Do not perform duties of the Contractor.
Associated Services: Cooperate with agencies performing required tests, inspections and similar
quality-control services, and provide reasonable auxiliary services as requested. Notify agency
sufficiently in advance of operations to permit assignment of personnel. Provide the following:
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
Delivery of samples to testing agencies
Preliminary design mix proposed for use for material mixes that require control by testing
agency
Security and protection for samples and for testing and inspecting equipment at Project site
Coordination: Coordinate sequence of activities to accommodate required quality-assurance and
quality control services with a minimum of delay and to avoid necessity of removing and replacing
construction to accommodate testing and inspecting.
Schedule times for tests, inspections, obtaining samples and similar activities.
REPAIR AND PROTECTION
General: On completion of testing, inspections, sample taking, and similar services, repair damaged
construction and restore substrates and finishes.
Provide materials and comply with installation requirements specified in other Sections of
these Specifications. Restore patched areas and extend restoration into adjoining areas in a
manner that eliminates evidence of patching.
Protect construction exposed by or for quality-control service activities.
Repair and protection are the Contractor’s responsibility, regardless of the assignment of
responsibility for quality-control services.
END OF SECTION
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REFERENCES
01 42 00 - 1
SECTION 01 42 00 - REFERENCES
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Definitions
Industry standards
DEFINITIONS
Basic Contract definitions are included in the Conditions of the Contract.
Approved: When used to convey Architect's action on Contractor's submittals, applications, and
requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of
the Contract.
Furnish: Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation,
and similar operations.
Indicated: Requirements expressed by graphic representations or in written form on Drawings, in
Specifications, and in other Contract Documents. Other terms including "shown," "noted,"
"scheduled," and "specified" have the same meaning as "indicated."
Install: Operations at Project site including unloading, temporarily storing, unpacking, assembling,
erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning,
and similar operations.
Installer: Contractor or another entity engaged by the Contractor as an employee, subcontractor, or
sub-subcontractor, to perform a particular construction operation, which may include installation,
erection, application, or similar operations.
Using a term such as "carpentry" does not imply that certain construction activities must or
shall be performed by accredited or unionized individuals of a corresponding generic name,
such as "Carpenter." It also does not imply that requirements specified apply exclusively to
trades people of the corresponding generic name.
Experienced: When used with an entity, "experienced" means having successfully completed a
minimum of five (5) previous projects similar in size and scope to this Project; being familiar with
special requirements indicated; and having complied with requirements of authorities having
jurisdiction.
Project Site: Space available for performing construction activities. The extent of the Project site is
shown on the Drawings. Restrictions on use of the site are indicated in Section 01 14 00 "Work
Restrictions."
Provide: Furnish and install, complete and ready for the intended use.
Regulations: Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction,
and rules, conventions, and agreements within the construction industry that control performance of
the Work.
1012-0210
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REFERENCES
01 42 00 - 2
INDUSTRY STANDARDS
Applicability of Standards: Unless the Contract Documents include more stringent requirements,
applicable construction industry standards have the same force and effect as if bound or copied
directly into the Contract Documents to the extent referenced. Such standards are made a part of
the Contract Documents by reference.
Publication Dates: Comply with standards in effect as of date of the Contract Documents unless
otherwise indicated.
Copies of Standards: Each entity engaged in construction on Project should be familiar with industry
standards applicable to its activity. Copies of applicable standards are not bound with the Contract
Documents.
Where copies of standards are needed to perform a required construction activity, obtain
copies directly from publication source.
Abbreviations and Acronyms for Industry Organizations: Where used in Contract Documents, they
shall mean the recognized name of the entities indicated in Thomson Gale's "Encyclopedia of
Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S."
END OF SECTION
1012-0210
140249-01
STANDARD ABBREVIATIONS
01 42 15 - 1
SECTION 01 42 15 - STANDARD ARCHITECTURAL DRAWING ABBREVIATIONS
A
AC
ACM
0912
ADA
ADH
AFF
AHU
ALT
ALUM
ANOD
AWP
air (medical)
acoustical ceiling
aluminum composite material,
asbestos containing material
Americans with Disabilities Act
adhesive
above finished floor
air handling unit
Alternate
aluminum
anodized
acoustical wall panel
B
B/
BB
BD
BF
BL
BLDG
BLKG
BM
BOT
BR
BRG
BSMT
BTWN
base
bottom
bulletin board
board
barrier free
borrowed lite (light), blinds
building
blocking
beam or bench mark
bottom
brick
bearing
basement
between
C
CAB
CB
CBD
CC
CG
CJ
CL
CLG
CLOS
CLR
CMU
COL
COMM
CONC
CONF
CONT
CONTR
CORR
CMPT
CR
CRK
CS
CT
CTR
CTSK
CUB
carpet
cabinet
catch basin
chalk board
cubicle curtain
corner guard
control joint
center line
ceiling
closet
clear
concrete masonry unit
column
communication
concrete
conference
continuous
contractor
corridor
compartment
card reader, crash rail
cork (flooring)
computer station
ceramic tile
center or counter
countersunk
cubicle
CUH
CURT
cabinet unit heater
curtain
DBL
DEFS
double
direct-applied exterior finish
system
drinking fountain
diameter
diagonal
dimension
down
depth or deep
door
downspout
detail
drawing
dowel
DF
DIA
DIAG
DIM
DN
DP
DR
DS
DTL
DWG
DWL
EA
EIFS
EJ
EL
ELEC
ELEV
EMBD
EP
EQ
EQMT
ETR
EW
EWC
EWH
EXP
EXT
EXTG
F
FAB
FB
FD
FE
FER
FES
FESR
FF
FG
FHC
FIN
FL
FLR
FLRG
FLSHG
FM
each
exterior insulation and finish
system
expansion joint
elevation
electrical
elevator
electronic marker board
electrical panel
equal
equipment
existing to remain
eye wash
electric water cooler
electric wall heater
exposed
exterior
existing
filler
fabric
face brick
floor drain
fire extinguisher -(bracket mtd.)
fire extinguisher in (recessed cab.)
fire extinguisher in (surface mtd. cab.)
fire extinguisher in
(semi-recessed cab.)
finished floor, factory finish
fire rated safety glass
fire hose cabinet
finish(ed)
flush
floor
flooring
flashing
floor mat
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FND
FR
FRP
FRT
FTG
FV
foundation
frame
fiberglass reinforced plastic
fire retardant treated
footing
field verify, film viewer
GA
GALV
GB
GR
GRAN
GYP
gauge
galvanized
grab bar
grout
granite
gypsum
H
HB
HD
height (high)
hose bibb
hair dryer, hand dryer, head or
hard
hardware
horizontal
high performance coating
hour
hollow structural section
heating, ventilating, air
conditioning
HDWR
HORIZ
HPC
HR
HSS
HVAC
IBC
ID
IE
IG
INSUL
INT
IRWC
international building code
inside diameter
invert elevation
insulating glass
insulation
interior
impact resistant wall covering
JAN
JST
JT
janitor
joist
joint
KD
KO
KS
KT
knocked-down
knock(ed)-out
knee space
keyboard tray
LAB
LAM
LAV
LG
LIN
LKR
LL
LSJ
LT
laboratory
laminate(d)
lavatory
long, laminated glass
linoleum
locker
lead lined
long span joist
light
MAS
MAX
MB
MBL
MECH
masonry
maximum
marker board
marble
mechanical
0912
01 42 15 - 2
MEZZ
MFR
MG
MICRO
MIN
MISC
MLAM
MJT
MO
MTD
MTL
mezzanine
manufacturer
monolithic float glass
microwave
minimum, minute
miscellaneous
metal laminate
movement joint
masonry opening
mounted
metal
NA
NC
NIC
NO
NOM
NTS
not applicable
nurse call station
not in contract
number
nominal
not to scale
O
OC
OD
OHD
OPNG
OPP
oxygen
on center
outside diameter
overhead door
opening
opposite
PA
PAD
PAE
PAF
PART
PAS
PASS
PAT
PAX
PBD
PC
PE
PERP
PG
PL
PLAM
PLAS
PLBG
PLYWD
PP
PTD
PTS
PTM
PU
paint
paint, dryfall
paint with eggshell finish
paint with flat finish
partition
paint with semi-gloss finish
passage
paint with satin finish
paint, epoxy
particle board
pre-cast
poured epoxy
perpendicular
patterned glass
plate
plastic laminate
plaster
plumbing
plywood
push plate (barrier free door
activator)
parapet
projection screen
pounds per square foot
preservative treated or porcelain
tile
paper towel dispenser
pneumatic tube station
patch to match
poured urethane
QT
quarry tile
PPT
PS
PSF
PT
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QTZ
quartz surfacing material
R
RAF
RB
RBR
RD
REF
REINF
REQD
REV
RF
RFG
RM
RO
RST
RT
RTU
riser/radius
resilient athletic flooring
resilient base
rubber, rubber flooring
roof drain
refrigerator
reinforced
required
revision
resilient flooring
roofing
room
rough opening, reverse osmosis
resilient stair tread
resilient tile
rooftop unit
S
SC
SCHD
SCONC
SD
SG
SGT
SHT
SIM
SL
SLD
SM
SND/D
switch
special coating
schedule
sealed concrete
soap dispenser
spandrel glass
structural glazed tile
sheet
similar
slate
solid surfacing material
sheet metal
sanitary napkin dispenser/disposal
unit
SPG
specialty glass
SQ
square
SS
stainless steel
ST
stone
STC
sound transmission coefficient,
storage cabinet
STCONC stained concrete
STD
standard
STL
steel
STN
stain
STOR
storage
STRUCT structure or structural
SUSP
suspended
SV
sheet vinyl
T
T/
T&G
TB
tread
top of
tongue and groove
tack board
END OF SECTION
0912
01 42 15 - 3
TEL
TEMP
TER
TH
TLT
TOB
TOD
TOF
TOJ
TOM
TOS
TOW
TP
TPG
TPH
TS
TV
TWC
TYP
telephone
tempered or temporary
terrazzo
thick(ness)
toilet
top of beam
top of deck
top of footing
top of joist
top of masonry
top of slab or top of steel
top of wall
toilet partition
topping
toilet paper holder
tubing, structural or transition strip
television or TV outlet
tackable wall covering
typical
UC
UCD
UCL
UH
UNEXC
UNFIN
UNO
undercounter or cabinet
undercut door
undercabinet light
unit heater
unexcavated
unfinished
unless noted otherwise
V
VAC
VAR
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vacuum
varies
vinyl composition tile
ventilator
vertical
verify in field
vinyl tile
W
W/
W/O
WC
WD
WDW
WDWK
WF
WLHG
WRC
WSCT
WWF
WWR
width or wide
with
without
wall covering
wood
window
wood work
wide flange
wallhung
wardrobe cabinet
wainscot
welded wire fabric
welded wire reinforcement
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TEMPORARY FACILITIES AND CONTROLS
01 50 00 - 1
SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
RELATED DOCUMENTS
other Division 01 Specification Sections, apply to work of this Section.
SUMMARY
Temporary utilities, support facilities and security and protection facilities.
Divisions 2 through 28 Sections for temporary heat and ventilation required for specific parts
of the work
Division 31 Section “Site Clearing” for temporary tree and plant protection
USE CHARGES
General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow
other entities to use temporary services and facilities without cost, including, but not limited to,
Architect, occupants of Project, testing agencies, and authorities having jurisdiction.
Water Service: Water from Owner's existing water system is available for use without metering and
without payment of use charges. Provide connections and extensions of services as required for
construction operations.
Electric Power Service: Electric power from Owner's existing system is available for use without
metering and without payment of use charges. Provide connections and extensions of services as
required for construction operations.
PROJECT CONDITIONS
Temporary Use of Permanent Facilities: Installer of each permanent service shall assume
responsibility for operation, maintenance, and protection of each permanent service during its use as
a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.
Conditions of Use: The following conditions apply to use of temporary services and facilities by all
parties engaged in the work:
Keep temporary services and facilities clean and neat.
Relocate temporary services and facilities as required by progress of the work.
PART 2 - PRODUCTS
MATERIALS
Discuss with Owner any requests.
FACILITIES
Work with Owner on location for temporary field office and use of toilet facilities for project.
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01 50 00 - 2
EQUIPMENT
Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations
and classes of fire exposures.
PART 3 - EXECUTION
INSTALLATION, GENERAL
Locate facilities where they will serve Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities as required by progress of the Work.
Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no
longer needed or are replaced by authorized use of completed permanent facilities.
TEMPORARY UTILITIES
Arrange with utility company, Owner, and existing users for time when service can be interrupted, if
necessary, to make connections for temporary services.
Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities
are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore
these facilities to condition existing before initial use.
Where installations below an outlet might be damaged by spillage or leakage, provide a drip
pan of suitable size to minimize water damage. Drain accumulated water promptly from
pans.
Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of
construction personnel. Comply with authorities having jurisdiction for type, number, location,
operation, and maintenance of fixtures and facilities.
Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are
cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,
restore these facilities to condition existing before initial use.
Heating and Cooling: Provide temporary heating and cooling required by construction activities for
curing or drying of completed installations or for protecting installed construction from adverse effects
of low temperatures or high humidity.
Select equipment that will not have a harmful effect on completed installations or elements
being installed. Use of gasoline-burning space heaters, open-flame heaters, or salamandertype heating units is prohibited.
Ventilation and Humidity Control: 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 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.
Electric Power Service: Use of Owner's existing electric power service will be permitted, as long as
equipment is maintained in a condition acceptable to Owner.
Lighting: Provide temporary lighting with local switching that provides adequate illumination for
construction operations, observations, inspections, and traffic conditions.
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Install and operate temporary lighting that fulfills security and protection requirements
without operating entire system.
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01 50 00 - 3
Electronic Communication Service: Provide temporary electronic communication service, including
electronic mail, in common-use facilities.
SUPPORT FACILITIES
Provide incombustible construction for offices, shops, and sheds located within construction area or
within 30 feet of building lines. Comply with NFPA 241.
Maintain support facilities until near Substantial Completion. Remove before Substantial
Completion. Personnel remaining after Substantial Completion will be permitted to use
permanent facilities, under conditions acceptable to Owner.
Parking: Use designated areas of Owner's existing parking areas for construction personnel.
Project Identification and Temporary Signs: Provide Project identification and other signs. Install
signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized
signs are not permitted.
Provide temporary, directional signs for construction personnel and visitors.
Maintain and touchup signs so they are legible at all times.
SECURITY AND PROTECTION FACILITIES
Environmental Protection: 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.
Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed
areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism,
theft, and similar violations of security.
Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to
protect against reasonably predictable and controllable fire losses. Comply with NFPA 241.
Prohibit smoking in construction areas.
Supervise welding operations, combustion-type temporary heating units, and similar sources
of fire ignition according to requirements of authorities having jurisdiction.
Develop and supervise an overall fire-prevention and -protection program for personnel at
Project site. Review needs with local fire department and establish procedures to be
followed. Instruct personnel in methods and procedures. Post warnings and information.
OPERATION, TERMINATION AND REMOVAL
Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse,
limit availability of temporary facilities to essential and intended uses.
Maintenance: Maintain facilities in good operating condition until removal.
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.
Temporary Facility Changeover: Do not change over from using temporary security and protection
facilities to permanent facilities until Substantial Completion.
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01 50 00 - 4
Termination and Removal: Remove each temporary facility when need for its service has ended,
when it has been 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 temporary facility. Repair damaged Work, clean exposed surfaces, and
replace construction that cannot be satisfactorily repaired.
Materials and facilities that constitute temporary facilities are property of Contractor. Owner
reserves right to take possession of Project identification signs.
At Substantial Completion, clean and renovate permanent facilities used during construction period.
Comply with final cleaning requirements specified in Division 01 Section "Closeout Procedures."
END OF SECTION
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1008
PRODUCT REQUIREMENTS
01 60 00 - 1
SECTION 01 60 00 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
General product requirements and administrative and procedural requirements governing:
Product delivery, storage, and handling
Product warranties
Selection of products for use in Project
Product substitutions
Comparable products.
Related Sections:
Division 01 Section "Execution" for installation of products
Division 01 Section “Closeout Procedures” for submitting warranties for Contract Closeout.
DEFINITIONS
Products: Items purchased for incorporating into the Work, whether purchased for Project or taken
from previously purchased stock. The term “product” includes the terms “material,” “equipment,”
“system,” and terms of similar intent.
Named Products: Items identified by manufacturer’s product name, including make or model
designation indicated in the manufacturer’s published product literature, that is current as of
the date of the Contract Documents.
New Products: Items that have not previously been incorporated into another project or
facility. Products salvaged or recycled from other projects are not considered new products.
Comparable Product: Product that is demonstrated and approved through submittal
process, to have the indicated qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics that equal or
exceed those of specified product.
Substitutions: Changes in products, materials, equipment, or methods of construction from those
required by the Contract Documents and proposed by Contractor.
Manufacturer’s Warranty: Preprinted written warranty published by individual Manufacturer for a
particular product and specifically endorsed by manufacturer to Owner.
Special Warranty: Written warranty required by or incorporated into the Contract Documents, either
to extend time limit provided by Manufacturer’s warranty or to provide more rights for Owner.
SUBMITTALS
Product Schedule: Submit a list in tabular form, showing major products and equipment specified.
Include generic names of products and Manufacturer’s name and proprietary product names.
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01 60 00 - 2
Coordinate Product Schedule with Contractor’s Construction Schedule and the Submittals
Schedule.
Form: Tabulate information for major products and equipment under the following column
headings:
Related Specification Section Number
Generic name used in Contract Documents
Proprietary name, model number and similar designations
Manufacturer’s name and address
Supplier name and address
Installer’s name and address
Project delivery date or time span of delivery period
Identification of items that require early submittal approval for scheduled delivery
date.
Initial Submittal: Within 15 days after date of commencement of the Work, submit an initial
product schedule. Provide a written explanation for omissions of data, and for known
variations from Contract requirements.
At Contractor’s option, initial submittal may be limited to product selections and
designations that must be established early in the Contract period.
Completed Schedule: Within 30 days after date of commencement of the work, submit the
completed product schedule. Provide a written explanation for omissions of data and for
known variations from Contract requirements.
Architect’s Review: The Architect will review Contractor’s Submittal and compare it with
accepted Substitution Requests on file. Architect will return to Contractor one copy of the list
with his comments.
Substitution Requests: Submit electronically or facsimile form included as page 00 63 25 of Project
Manual.
The Contractor’s submittal and Architect’s acceptance of Schedules, Drawings,
Product Data or Samples that relate to construction activities not complying with the
Contract Documents does not constitute an acceptable request for substitution, nor
does it constitute approval.
Identification: Indicate product, fabrication or installation method to be replaced. Include
Specification Section number and title and Drawing numbers and titles.
Documentation: Show compliance with requirements for substitutions and the following, as
applicable:
Statement indicating why specified material or product cannot be provided.
Coordination information, including a list of changes or modifications needed to
other parts of the Work which will be necessary to accommodate proposed
substitution.
Detailed comparison of significant qualities of proposed substitution with those of the
Work specified. Significant qualities may include attributes such as performance,
weight, size, durability, visual effect, and specific features and requirements
indicated.
Product Data: Include drawings and descriptions of products, fabrication and
installation procedures.
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01 60 00 - 3
Samples, where applicable or requested.
and names and addresses of architects and owners.
Material test reports from a qualified testing agency indicating and interpreting test
results for compliance with requirements indicated.
Research/evaluation reports evidencing compliance with building code in effect for
Project, from a model code organization acceptable to authorities have jurisdiction.
Detailed comparison of the Contractor’s Construction Schedule, using proposed
substitution with products specified for the Work, including effect on the overall
Contract Time.
If specified product or method of construction cannot be provided within the Contract
Time, include letter from manufacturer, on Manufacturer’s letterhead, stating lack of
availability or delays in delivery.
Cost information, including a proposal of change in the Contract Sum, if any.
Contractor’s certification that proposed substitution complies with requirements in
the Contract Documents and is appropriate for applications indicated.
Contractor’s waiver of rights to additional payment or time, that may subsequently
become necessary because of failure of proposed substitution to produce indicated
results.
Architect’s Action:
If necessary, Architect will request additional information or
documentation for evaluation of request for substitution.
Form of Acceptance:
During Bidding: Addendum. Use product specified if Architect does
not make a decision on use of substitution prior to Bid Opening.
After award of Contract: Change Order.
QUALITY ASSURANCE
Source Limitations: To the fullest extent possible, provide products of the same kind, from a single
source.
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 for a determination of the most important product qualities before proceeding.
Qualities may include attributes relating to visual appearance, strength, durability or
compatibility. When a determination has been made, submit for Architect’s consideration
substitute products from sources that produce products that possess these qualities, to the
fullest extent possible.
Compatibility of Options: When the Contractor is given the option of selecting between two or more
products for use on the Project, the product selected shall be compatible with products previously
selected.
PRODUCT DELIVERY, STORAGE AND HANDLING
Deliver, store and handle products in accordance with the manufacturer’s recommendations, using
means and methods that will prevent damage, deterioration and loss, including theft.
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01 60 00 - 4
Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of
construction spaces.
Coordinate delivery with installation time to ensure minimum holding time for items that are
flammable, hazardous, easily damaged or sensitive to deterioration, theft and other losses.
Deliver products to the site in the manufacturer’s original sealed container or other
packaging system, bearing brand name and identification of manufacturer and including
instructions for handling, storing, unpacking, protecting and installing.
Inspect products upon delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
Store products in a manner that will facilitate inspection and measurement of quantity or
counting of units.
Store materials in a manner that will not endanger project structure.
Store products subject to soiling and damage by the elements above ground, under cover in
a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain
temperature and humidity within range required by Manufacturer’s instruction.
PRODUCT WARRANTIES
Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer’s disclaimers and limitations on
product warranties do not relieve Contractor of obligations under requirements of the Contract
Documents.
Owner reserves the right to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
Special Warranties: Prepare a written document that contains appropriate terms and identification,
ready for execution. Submit a draft for approval before final execution. Either:
Manufacturer’s Standard Form, modified to include Project-specific information and properly
executed.
Written document prepared using an appropriate form and properly executed.
PART 2 - PRODUCTS
GENERAL PRODUCT REQUIREMENTS
Provide products that comply with the Contract Documents, that are undamaged and, unless
specifically otherwise indicated, unused at the time of installation.
Provide products that do not contain asbestos of any type and that are certified as such by
manufacturer.
Descriptive, performance, and reference standard requirements in the Specifications establish
minimum “salient characteristics” of products.
Provide products complete with all accessories, trim, finish, fasteners, and other items needed for a
complete installation.
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01 60 00 - 5
Product Options: Unless custom products or non-standard options are specified, provide standard
products of types that have been produced and used successfully in similar situations on other
projects.
Where product specifications are accompanied by the term “as selected, “Architect will make
selection.
Standard Color Range: Manufacturer’s product line that does not include premium
items.
Full Color Range:
premium items.
Manufacturer’s product line that includes both standard and
Where product specifications are accompanied by the term “custom color,” Architect will
provide sample of color to be matched without regard to color ranges offered by
Manufacturers of products.
Where product specifications are accompanied by the term “match sample,” sample to be
matched is Architect’s.
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.
Labels: Locate required product labels and stamps on a concealed surface or, where
required for observation after installation, on an accessible surface that is not conspicuous.
Equipment Nameplates: Provide a permanent nameplate on each item of service-connected
or power-operated equipment.
Locate on an equally accessible surface that is
inconspicuous in occupied spaces. The nameplate shall contain the following information
and other essential operating data:
Name of product and manufacturer
Model and serial number
Capacity
Speed
Ratings
Area served (if applicable)
Refer to mechanical and electrical specifications, where applicable
PRODUCT SELECTION PROCEDURES
Products: Where "Products" paragraph includes a list of names of both products and manufacturers,
provide one of the products listed that complies with requirements.
Available Products: Where "Available Products" paragraph includes a list of names of both products
and manufacturers, products that may be incorporated into the Work include, but are not limited to,
products specified that comply with requirements.
Manufacturers: Where “Manufacturers” paragraph includes a list of manufacturers’ names, provide
products of one of the manufacturers listed that comply with requirements.
Basis-of-Design Products: Where “Basis of Design Product” paragraph includes a list of other
manufacturers’ names, provide either the basis of design product or comply with provisions of
“Comparable Products” Article to obtain approval of a product of one of the other named
manufacturers.
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01 60 00 - 6
Product Options: Where “Product Options” paragraph indicates that size, profiles, and dimensional
requirements on Drawings are based on a specific product, provide either the product indicated or a
comparable product by one of the other named manufacturers.
Or Equal: Where products are specified by name and accompanied by the term “or equal” or other
term of similar meaning, comply with provisions in “Product Substitutions” Article to obtain approval
for use of an unnamed product.
Visual Matching: Where Specifications require matching a sample or finish designation of a
particular manufacturer, select a product that complies with requirements and matches sample or
finish to satisfaction of Architect.
If no product is available which matches satisfactorily, comply with provisions for
“substitutions” for selection of a matching product.
PRODUCT SUBSTITUTIONS
Timing: Submit requests for substitution within 60 days of commencement of the Work.
Requests received after that time may be rejected at discretion of Architect.
Conditions: Architect will consider Contractor’s request for substitution under the following
conditions, otherwise Architect will return requests without action, except to record noncompliance
with these requirements. The requested substitution:
Offers Owner a substantial advantage in cost, time, energy conservation, or other
considerations, after deducting additional responsibilities Owner must assume.
Owner’s additional responsibilities may include compensation to Architect for
redesign and evaluation services, increased cost of other construction and similar
considerations.
Does not require extensive revisions to the Contract Documents.
Is consistent with the intent of the Contract Documents.
Is fully documented and properly submitted.
Will not adversely affect Contractor’s Construction Schedule.
Has received necessary approvals of authorities having jurisdiction.
Is compatible with other portions of the Work.
Has been coordinated with other portions of the Work.
Provides specified warranty.
COMPARABLE PRODUCTS
Where products are specified by a specific manufacturer's model designation, submit the following,
in addition to other required submittals, to obtain approval of an unnamed product:
Evidence that the proposed product does not require extensive revisions to the Contract
Documents, that it is consistent with the intent of the Contract Documents and that it is
compatible with other portions of the Work.
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01 60 00 - 7
Detailed comparison of significant qualities of proposed product with those named in the
Specifications. Significant qualities include attributes such as performance, weight, size,
durability, visual effect, and specific features and requirements indicated.
Evidence that proposed product provides specified warranty.
If requested:
and names and address of architects and owners.
Samples.
END OF SECTION
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1012
EXECUTION
01 73 00 - 1
SECTION 01 73 00 - EXECUTION
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
General procedural requirements governing execution of the work including, but not limited to, the
following:
Existing conditions
Conservation
Construction layout
General installation procedures
Owner-furnished products
Progress cleaning and protection
Starting and adjusting
Correction of the work
Division 01 Section “Cutting and Patching” for procedural requirements for cutting and
patching necessary for the installation or performance of other components of the work.
Division 01 Section “Closeout Procedures” for submitting final property survey with project
record documents, recording of Owner-accepted deviations from indicated lines and levels
and final cleaning.
SUBMITTALS
Schedule of Owner-furnished products.
PART 3 - EXECUTION
EXISTING CONDITIONS
The existence and location of site improvements, utilities and other construction indicated as existing
are not guaranteed. Before beginning work, investigate and verify the existence and location of
mechanical and electrical systems and other construction affecting the work.
Before construction, verify the location and points of connection of utility services.
Acceptance of Conditions: Examine substrates, areas and conditions for compliance with
requirements for execution of the work. Record observations.
Written Report: Where a written report listing conditions detrimental to performance of the
work is required by other sections, include the following:
Description of the Work
List of detrimental conditions, including substrates
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EXECUTION
01 73 00 - 2
List of unacceptable installation tolerances
Recommended corrections
Verify compatibility with and suitability of substrates, including compatibility with existing
finishes or primers.
Before equipment and fixture installation, examine roughing-in for mechanical and electrical
systems to verify actual locations of connections.
Proceeding with the work indicates acceptance of substrates and conditions.
Existing Utility Information: Furnish information to local utility and to Owner that is necessary to
adjust, move or relocate existing utility structures, utility poles, lines, services or other utility
appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction.
Field Measurements: Take field measurements as required to fit the work properly. Recheck
measurements before installing each product. Where portions of the work are indicated to fit to other
construction, verify dimensions of other construction by field measurements before fabrication.
Coordinate fabrication schedule with construction progress to avoid delaying the work.
Space Requirements: Verify space requirements and dimensions of items shown diagrammatically
on drawings.
Review of Contract Documents and Field Conditions: Promptly on discovery of the need for
clarification of the contract documents submit a Request for Interpretation to Architect on form
included in the manual. Include a detailed description of problem encountered, together with
recommendations for resolving it.
CONSERVATION
Carry out construction activities to ensure that operations are carried out with consideration given to
conservation of energy, water and materials.
Salvage materials and equipment involved in performance of, but not actually incorporated
into, the work.
CONSTRUCTION LAYOUT
Before proceeding to lay out the work, verify layout information shown on drawings, in relation to the
property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly.
GENERAL INSTALLATION PROCEDURES
Locate the work and components of the work accurately, in correct alignment and elevation.
Make vertical work plumb and make horizontal work level.
Where space is limited, install components to maximize space available for maintenance
and ease of removal for replacement.
Conceal pipes, ducts and wiring in finished areas, unless otherwise indicated.
Install products to withstand indicated design loads.
Comply with manufacturer’s written instructions and recommendations for installing products in
applications indicated.
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1012
EXECUTION
01 73 00 - 3
Install products at the time and under conditions that will ensure the best possible results. Maintain
conditions required for product performance until Substantial Completion.
Allow for building movement, including changes in atmospheric conditions.
Conduct construction operations so no part of the work is subjected to damaging operations or
loading in excess of that expected during normal conditions of occupancy.
Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
Anchors and Fasteners: Provide anchors and fasteners to anchor each component securely in
place.
Furnish setting drawings, templates, and directions for installing anchorages, including
sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be
embedded in concrete or masonry. Deliver such items to Project site in time for installation.
Mounting Heights: Where mounting heights are not indicated, mount components at heights
approved by Architect.
Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,
arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
Hazardous Materials: Use products, cleaners and installation materials that are not considered
hazardous.
OWNER FURNISHED PRODUCTS
Prepare and submit schedule for delivery and installation of equipment indicated to be furnished and
installed by Owner and equipment indicated to be furnished by Owner and installed by Contractor.
Coordinate requirements with Owner, including scheduling and verification of equipment locations
and services required.
Receive delivery of, assemble and install equipment indicated to be furnished by Owner and installed
by Contractor, including making connections to services where required.
For Owner's existing equipment indicated to be reused, include disconnection at present location
and delivery to project site.
Protect Owner-furnished equipment from damage during construction. Remove and replace damaged components or units as required to restore equipment to its original condition.
The Contractor is not responsible for warranty obligations on equipment furnished by Owner, except
for related work undertaken by the Contractor.
PROGRESS CLEANING AND PROTECTION
Clean project site and work areas daily, including common areas. Coordinate progress cleaning for
joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of
materials lawfully.
Comply with requirements in NFPA 241 for removal of combustible waste materials and
debris.
Do not hold materials more than 7 days during normal weather or more than 3 days if the
temperature is expected to rise above 80 deg.
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EXECUTION
01 73 00 - 4
Containerize hazardous and unsanitary waste materials separately from other waste. Mark
containers appropriately and dispose of legally.
Site: Maintain project site free of waste materials and debris.
Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper
execution of the work.
Remove liquid spills promptly.
Where dust could impair proper execution of the work, broom-clean or vacuum the entire
work area, as appropriate.
Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions
of manufacturer or fabricator of product installed, using only cleaning materials specifically
recommended. If specific cleaning materials are not recommended, use cleaning materials that will
not damage exposed surfaces.
Protect as necessary to ensure freedom from damage and deterioration at time of
Substantial Completion. Apply protective covering where required to ensure protection.
Adjust and lubricate operable components to ensure operability without damaging effects.
Comply with Manufacturer’s written instructions for temperature and relative humidity.
Concealed Spaces: Remove debris from concealed spaces before enclosing those spaces.
Waste Disposal: Do not burn waste materials. Do not bury debris or excess materials on Owner’s
property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove
waste materials from project site and dispose of lawfully.
STARTING AND ADJUSTING
Start equipment and operating components to confirm proper operation. Test and adjust equipment
for proper operation. Remove malfunctioning units, replace with new units and retest.
Manufacturer’s Field Service: If a factory-authorized service representative is required to inspect
installation, comply with qualification requirements in Division 01 Section “Quality Requirements.”
CORRECTION OF THE WORK
Repair or remove and replace defective construction and equipment.
Repair includes replacing defective parts, refinishing damaged surfaces and properly
adjusting operating equipment.
Remove and replace components that cannot be adequately repaired.
Remove and replace chipped, scratched and broken glass.
Restore permanent facilities used during construction to their conditions prior to this use.
END OF SECTION
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0908
CUTTING AND PATCHING
01 73 29 - 1
SECTION 01 73 29 - CUTTING AND PATCHING
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and general provision of Contract, including General and Supplementary Conditions and
other Division 01 Specification Sections, apply to work of this Section.
SUMMARY
Procedural requirements for cutting and patching.
Related sections include:
Division 02 Section “Selective Structure Demolition” for demolition of selected portions of the
building.
DEFINITIONS
Cutting: Removal of existing construction necessary to permit installation or performance of other
work.
Patching: Fitting and repair work required to restore surfaces to acceptable conditions after
installation of other work.
PERFORMANCE REQUIREMENTS
Structural Elements: Do not cut and patch structural elements in a manner that could reduce their
load-carrying capacity or load-deflection ratio.
Operational Elements: Do not cut and patch operating elements and related components in a
manner that results in reducing their capacity to perform as intended or that results in increased
maintenance or decreased operational life or safety. Operating elements include, but are not limited
to:
Primary operational systems and equipment
Air or smoke barriers
Control systems
Communications systems
Electrical wiring systems
Miscellaneous Elements: Do not cut and patch the following elements or related components in a
manner that could change their load-carrying capacity, that results in reducing their capacity to
perform as intended or that result in increased maintenance or decreased operational life or safety.
Water, moisture or vapor barriers
Membranes and flashings
Equipment supports
Piping, ductwork, vessels and equipment
Noise-control and vibration-control elements and systems
Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence
of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied
spaces in a manner that would, in Architect’s opinion, reduce the building’s aesthetic qualities.
Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.
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0908
01 73 29 - 2
QUALITY ASSURANCE
Cutting and Patching Conference: Before proceeding, meet at 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.
WARRANTY
Existing Warranties: Remove, replace, patch and repair materials and surfaces cut or damaged
during cutting and patching operations, by methods and with materials so as not to void existing
warranties.
PART 2 - PRODUCTS
MATERIALS
Use materials identical to in-place materials. For exposed surfaces, use materials that visually
match adjacent surfaces to the fullest extent possible.
If identical materials are unavailable or cannot be used, use materials that, when installed,
will match the visual and functional performance of in-place materials.
PREPARATION
Temporary Support: Provide temporary support of work to be cut.
Protection: Protect existing construction during cutting and patching to prevent damage.
Adjoining Areas: Avoid interference with use of adjoining areas.
CUTTING
Cut existing construction using methods least likely to damage elements retained and adjoining
construction.
Use hand or small power tools designed for sawing and grinding, not hammering and
chopping. Cut holes and slots as small as possible with minimum disturbance of adjacent
surfaces. Temporarily cover openings when not in use.
Existing Finishes Surfaces: Cut or drill from the exposed or finished side into concealed
surfaces.
Mechanical and Electrical Services: Unless otherwise indicated, cap, valve or plug and seal
remaining portions of pipes or conduits in walls or partitions to be removed.
PATCHING
Patch construction by closing up, filling, repairing, refinishing, and similar operations following performance of other work. Patch with seams that are durable and as invisible as possible.
Inspection: Where feasible, inspect and test patched areas after completion to demonstrate
integrity of installation.
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01 73 29 - 3
Exposed Finishes: Restore exposed finishes of patched areas. Extend finish restoration
into retained adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
Floors and Walls: Where removal of walls or partitions has extended one finished area into
another, patch and repair floor and walls to provide even surfaces of appearance. Remove
existing floor and wall coverings and replace with new materials, if necessary.
Where patching occurs in a painted surface, apply primer and intermediate paint
coats over the patch and apply final paint coat over entire surface containing the
patch. Provide additional coats until patch blends with adjacent surfaces.
Ceilings: Patch ceilings to provide an even-plane surface of uniform appearance.
Building Exterior: Patch components in a manner that restores enclosure to a weathertight
condition and provides thermal and water vapor control performance at least equal to
original construction.
CLEANING
Clean areas and spaces where cutting and patching are performed.
mortar, oils, putty, and similar materials.
END OF SECTION
Completely remove paint,
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CONSTRUCTION WASTE MANAGEMENT
01 74 19 - 1
SECTION 01 74 19 - CONSTRUCTION WASTE MANAGEMENT
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Administrative and procedural requirements for recycling and disposing of non-hazardous demolition
and construction waste.
RELATED REQUIREMENTS
Related Sections:
Division 02 Section "Selective Structure Demolition] for salvaging materials resulting from
demolition of space.
WASTE MANAGEMENT GOALS
Employ processes that ensure the generation of as little waste as possible due to such factors as
error, poor planning, breakage, mishandling, and contamination.
Salvage or recycle 50 percent by weight of total waste generated by the Work.
SUBMITTALS
Waste Management Plan: Submit within 30 days of the Notice of Award, commencement of the
Work, or the Notice to Proceed, whichever is earlier
Waste Reduction Progress Reports:
Include the following information:
Submit Concurrently with each Application for Payment.
Material category.
Generation point of waste.
Total quantity of waste in tons.
Quantity of waste salvaged, both estimated and actual in tons.
Quantity of waste recycled, both estimated and actual in tons.
Total quantity of waste recovered (salvaged plus recycled) in tons.
Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.
Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-ofProject rates for salvage, recycling, and disposal as a percentage of total waste generated by the
Work.
Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals
and organizations. Indicate whether organization is tax exempt.
Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and
organizations. Indicate whether organization is tax exempt.
Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by
recycling and processing facilities licensed to accept them. Include manifests, weight tickets,
receipts, and invoices.
0908-0203
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01 74 19 - 2
Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and
incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and
invoices.
QUALITY ASSURANCE
Waste Management Conference: Review methods and procedures related to waste management.
Include:
Review and discuss waste management plan including responsibilities of Waste
Management Coordinator.
Review requirements for documenting quantities of each type of waste and its disposition.
Review and finalize procedures for materials separation and verify availability of containers
and bins needed to avoid delays.
Review procedures for periodic waste collection and transportation to recycling and disposal
facilities.
Review waste management requirements for each trade.
WASTE MANAGEMENT PLAN
Develop a plan consisting of waste identification and waste reduction plan. Indicate quantities by
weight or volume, but use same units of measure throughout waste management plan.
Waste Identification: Indicate anticipated types and quantities of waste generated by the Work.
Include assumptions for estimates.
Waste Reduction Plan: List each type of waste and whether it will be salvaged, recycled, or
disposed of in landfill or incinerator. Include points of waste generation, total quantity of each type of
waste, quantity for each means of recovery, and handling and transportation procedures.
Salvaged Materials: Include list of individuals and organizations to which materials will be
donated or sold.
Recycled Materials: Include list of local receivers and processors and type of recycled
materials each will accept.
Disposed of Materials: Indicate how and where materials will be disposed of.
Handling Procedures: Include method that will be used for separating recyclable waste
including sizes of containers, container labeling, and designated location on Project site
where materials separation will be located.
PART 3 - EXECUTION
PLAN IMPLEMENTATION
Implement approved waste management plan. Provide handling, containers, storage, signage,
transportation, and other items required to implement waste management plan for the duration of the
Contract.
Waste Management Coordinator: Designate a waste management coordinator to be responsible for
implementing, monitoring, and reporting status of waste management work plan. Coordinator shall
be present at Project site full time for duration of Project.
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01 74 19 - 3
Training: Train employees, subcontractors, and suppliers on waste management procedures.
Distribute waste management plan to concerned entities when they begin work on-site.
Review procedures and locations established for salvage, recycling, and disposal.
Site Access and Temporary Controls: Conduct waste management operations to ensure minimum
interference with roads, streets, walks, walkways, and other in-use facilities.
Designate and label specific areas on Project site necessary for separating materials that
are to be salvaged, recycled, reused, donated, or sold.
RECYCLING
Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for
recycling waste materials shall accrue to Contractor.
Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate
recyclable waste by type at Project site to the maximum extent practicable.
Provide appropriately marked containers or bins for controlling recyclable waste until it is
removed from Project site. Include list of acceptable and unacceptable materials at each
container and bin.
Inspect containers and bins for contamination and remove contaminated materials if found.
Remove recyclable waste from Owner's property and transport to recycling receiver or
processor.
Recycle the following:
0908-0203
Demolition Waste:
Concrete.
Concrete reinforcing steel.
Concrete masonry units.
Piping.
Electrical conduit.
Construction Waste:
Masonry
Metals.
Packaging: Salvage or recycle 100 percent of the following uncontaminated
packaging materials:
Beverage containers used by on-site workers
Paper.
Cardboard.
Boxes.
Plastic sheet and film.
Polystyrene packaging.
Wood crates.
Plastic pails.
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01 74 19 - 4
DISPOSAL OF WASTE
Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials
from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities
having jurisdiction.
Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and
areas.
Do not burn waste materials.
END OF SECTION
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0911
CLOSEOUT PROCEDURES
01 77 00 - 1
SECTION 01 77 00 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
RELATED DOCUMENTS
other Division 01 Specification sections, apply to work of this section.
SUMMARY
Administrative and procedural requirements for Project Closeout, including:
Inspection procedures
Project record documents
Operation and maintenance manuals
Warranties
Demonstration and Training
Final cleaning
Related sections include:
Division 01 Section “Payment Procedures” for requirements for Applications for Payment for
Substantial and Final Completion.
Division 01 Section “Construction Progress Documentation” for submitting Final Completion
construction photographs.
SUBSTANTIAL COMPLETION
Preliminary Procedures:
Before requesting inspection for determining date of Substantial
Completion, complete the following. List items below that are incomplete in request.
Prepare and submit to Owner and Architect a list of items to be completed and corrected
(Punch List), the value of items on the list and reasons why the work is not complete.
Advise Owner of pending insurance changeover requirements.
Submit warranties, workmanship bonds, maintenance service agreements, final certifications
and similar documents.
Obtain and submit release permitting Owner unrestricted use of the work and access to
services and utilities. Include occupancy permits, operating certificates and similar releases.
Prepare and submit project record documents, operation and maintenance manuals,
damage or settlement surveys, property surveys and similar final record information.
Deliver tools, spare parts, extra materials, keys and similar items to location designated by
Owner. Label with manufacturer’s name and model number where applicable.
Submit list of items required by Specifications to Owner for review and inventory
verification.
Make final changeover of permanent locks and deliver keys to Owner. Advise Owner’s
personnel of changeover in security provisions.
Complete startup testing of systems.
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0911
CLOSEOUT PROCEDURES
01 77 00 - 2
Submit testing, adjusting and balancing records.
Terminate and remove temporary facilities from project site, along with mockups where
indicated, construction tools and similar elements.
Advise Owner of changeover in heat and other utilities.
Complete final cleaning requirements.
Touch-up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
Inspection: Submit a written request for inspection for Substantial Completion. On receipt of
request, Architect will either proceed with inspection or notify the Contractor of unfulfilled
requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will
notify the Contractor of items, either on Contractor’s list or additional items identified by the Architect,
which must be completed before certificate will be issued.
Re-inspection: Request re-inspection when the incomplete work identified in previous inspection is complete.
Results of completed inspection will form the basis of requirements for Final Completion.
FINAL COMPLETION
Preliminary Procedures: Before requesting final inspection for determining date of Final Completion,
complete the following:
Submit a final Application for Payment.
Submit certified copy of Architect’s Substantial Completion inspection list of items to be
completed (punch list), endorsed and dated by Architect. The certified copy of the list shall
state that each item has been completed or otherwise resolved for acceptance.
Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
Instruct Owner’s personnel in operation, adjustment and maintenance of products,
equipment and systems.
Inspection: Submit a written request for final inspection for acceptance. On receipt of request,
Architect, Owner and Contractor will either proceed with inspection or Contractor will be notified of
unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will
notify Contractor of construction that must be completed before certificate will be issued.
Re-inspection: Request re-inspection when the incomplete work identified in previous
inspection is complete.
LIST OF INCOMPLETE ITEMS (PUNCH LIST)
Include name and identification of each space and area affected by construction operations with
incomplete items including areas disturbed by Contractor that are outside the limits of construction.
Organize list of spaces sequentially, starting with exterior areas and proceeding from lowest
floor to highest floor.
Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment and building systems.
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0911
CLOSEOUT PROCEDURES
01 77 00 - 3
Include the following information at the top of each page:
Project name
Date
Name of the Architect
Name of the Contractor
Page number
Submit one copy of Punch List to Architect.
PROJECT RECORD DOCUMENTS
Do not use project record documents for construction purposes. Protect project record documents
from deterioration and loss. Provide access to project record documents for Architect’s reference
during normal working hours.
Record Drawings: Maintain and submit one set each of Contract Drawings and shop drawings.
Mark prints to show the actual installation where it varies from that shown originally. Require
entity that obtained record data to mark up the prints.
Give particular attention to information on concealed elements that cannot be readily
identified and recorded later.
Accurately and clearly record information.
Record data as soon as possible after obtaining them.
markup before enclosing concealed installations.
Record and check the
Mark either Contract Drawings or shop drawings, whichever is most capable of
showing actual conditions. Where shop drawings are marked, show cross-reference
on Contract Drawings.
Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between
changes for different categories of the work at the same location.
Mark important additional information that was either shown schematically or omitted from
original drawings.
Note Construction Change Directive numbers, Change Order numbers, Alternate numbers
and similar identification.
Identify and date each record drawing; include the designation “PROJECT RECORD
DRAWING” in a prominent location. Organize into manageable sets; bind each set with
durable paper cover sheets. Include identification on cover sheets.
Record Specifications: Submit one copy of Project Manual, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in specifications, addenda and contract modifications.
Give particular attention to information on concealed products and installations that cannot
be readily identified and recorded later.
Mark copy with the proprietary name and model number of products, materials and
equipment furnished, including substitutions and product options selected.
Note related Change Orders and Record Drawings, where applicable.
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0911
CLOSEOUT PROCEDURES
01 77 00 - 4
Record Product Data: Submit one copy of each product data submittal. Mark to indicate the actual
product installation where installation varies substantially from that indicated in product data.
Give particular attention to information on concealed products and installations that cannot
be readily identified and recorded later.
Include significant changes in the product delivered to project site and changes in
Manufacturer’s written instruction for installation.
Note related Change Orders, record drawings and record specifications, where applicable.
Miscellaneous Record Submittals: Assemble and submit miscellaneous records required by
specifications for record keeping and submittal. Bind or file miscellaneous records and identify each.
OPERATION AND MAINTENANCE MANUALS
Assemble a complete set of operation and maintenance data indicating the operation and
maintenance of each system, subsystem and piece of equipment not part of a system.
Operation Data:
Emergency instructions and procedures
System, subsystem and equipment description, including operating standards
Operating procedures, including startup, shutdown, seasonal and weekend
operations
Description of controls and sequence of operations
Piping diagrams
Maintenance Data:
Manufacturer’s information, including list of spare parts
Name, address and telephone number of Installer or supplier
Maintenance procedures
Maintenance and service schedules for preventive and routine maintenance
Maintenance record forms
Sources of spare parts and maintenance materials
Copies of maintenance service agreements
Copies of warranties and bonds
Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index
data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate
contents, with pocket inside the covers to receive folded oversized sheets. Electronic version on
disk or other media shall be used to the greatest extent possible. Identify and label each entity on
front cover with the printed title, “OPERATION AND MAINTENANCE MANUAL,” project name and
subject matter of contents. Electronic media intermixed within hard copy manuals shall also be
referenced and tabbed accordingly.
WARRANTIES
Organize warranty documents into an orderly sequence based on the table of contents of the Project
Manual.
Bind warranties in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders.
warranties may also be utilized, but with hard copies accompanying.
Electronic version
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0911
CLOSEOUT PROCEDURES
01 77 00 - 5
Provide dividers with tabs for each separate warranty. Mark tab to identify the product or installation.
Provide a printed description of the product or installation, including the name of the product and the
name, address and telephone number of Installer.
Identify each binder on the front and spine with the printed title “WARRANTIES” and Project name
PART 3 - EXECUTION
DEMONSTRATION AND TRAINING
Instruct Owner’s personnel to operate, adjust and maintain equipment and systems.
Provide instructors experienced in operation and maintenance procedures.
Coordinate instructors, including providing notification of dates, times, length of instruction
and course content.
Provide instruction at mutually agreed-on times. Schedule training with at least 7 days notice.
Include requirements for seasonal operation where applicable.
Program Structure: Develop an instruction program that includes individual training modules for
each piece of equipment and system as required by specifications. For each training module,
develop a learning objective and teaching outline. Include instructions for the following:
System design and operational philosophy
Review of documentation
Operations
Adjustments
Troubleshooting
Maintenance
Repair
FINAL CLEANING
Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws
and ordinances and Federal and local environmental and anti-pollution regulations.
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to condition expected in an average commercial building cleaning and maintenance
program. Comply with Manufacturer’s written instructions.
Complete cleaning operations before requesting inspection for certification of Substantial
Completion for entire project or for a portion of project.
Clean project site, yard and grounds, in areas disturbed by construction activities, including
landscape development areas, of rubbish, waste material, litter and other foreign
substances.
Sweep paved areas broom clean. Remove petrochemical spills, stains and other
foreign deposits.
Rake grounds that are not planted, mulched nor paved to a smooth, even-textured
surface.
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01 77 00 - 6
Remove tools, construction equipment, machinery and surplus material from project
site.
Remove snow and ice to provide safe access to building.
Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of
stains, films and similar foreign substances. Avoid disturbing natural weathering of exterior
surfaces. Restore reflective surfaces to their original condition.
Remove debris and surface dust from limited access spaces, including roofs, plenums,
shafts, trenches, equipment vaults, manholes, attics and similar spaces.
Sweep concrete floors broom clean in unoccupied spaces.
Vacuum carpet and similar soft surfaces, removing debris and excess nap and shampoo if
visible soil or stains remain.
Clean transparent materials, including mirrors and glass in doors and windows. Remove
glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or
broken glass and other damaged transparent materials. Clean and polish mirrors and glass.
Use care not to scratch surfaces.
Remove labels that are not permanent.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that
already show evidence of repair or restoration.
Do not paint over “UL” and similar labels, including mechanical and electrical
nameplates.
Wipe surfaces of mechanical and electrical equipment, elevator equipment and similar
equipment. Remove excess lubrication, paint and mortar droppings and other foreign
substances.
Replace parts subject to unusual operating conditions.
Clean plumbing fixtures to a sanitary condition, free of stains.
Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of air
diffusers, registers and grills.
Clean ducts, blowers and coils, if units were operated without filters during construction.
Clean light fixtures, lamps, globes and reflectors to function with full efficiency. Replace
burned-out bulbs, and those noticeably dimmed by hours of use, and defective and noisy
starters in fluorescent and mercury vapor fixtures to comply with requirements for new
fixtures.
Leave project clean and ready for occupancy.
Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or
excess materials on Owner’s property. Do not discharge volatile, harmful or dangerous materials
into drainage systems. Remove waste materials from project site and dispose of lawfully.
END OF SECTION
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SELECTIVE STRUCTURE DEMOLITION
02 41 19 - 1
SECTION 02 41 19 - SELECTIVE STRUCTURE DEMOLITION
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Demolition and removal of selected portions of building or structure.
Salvage of existing items to be reused or recycled.
Division 01 Section “Summary” for restrictions on the use of the premises, Owner-occupancy
requirements, and phasing requirements.
Division 01 Section "Cutting and Patching" for cutting and patching procedures.
Division 01 Section "Construction Waste Management" for recycling and disposal of nonha
zardous demolition wastes and for removal and storage of refrigerant.
DEFINITIONS
Remove: Detach items from existing construction and legally dispose of them off-site, unless
indicated to be removed and salvaged or removed and reinstalled.
Remove and Salvage: Detach items from existing construction and deliver them to Owner.
Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and
reinstall them where indicated.
Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
SUBMITTALS
Qualification Data: For demolition firm.
Schedule of Selective Demolition Activities: Indicate the following:
Detailed sequence of selective demolition and removal work, with starting and ending dates
for each activity. Ensure Owner's on-site operations are uninterrupted.
Interruption of utility services. Indicate how long utility services will be interrupted.
Coordination for shutoff, capping, and continuation of utility services.
Use of elevator and stairs.
Locations of proposed dust and noise control temporary partitions and means of egress.
Coordination of Owner's continuing occupancy of portions of existing building and of Owner's
partial occupancy of completed Work.
Means of protection for items to remain and items in path of waste removal from building.
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02 41 19 - 2
Inventory: After selective demolition is complete, submit a list of items that have been removed and
salvaged.
Predemolition Photographs:
Show existing conditions of adjoining construction and site
improvements, including finish surfaces that might be misconstrued as damage caused by selective
demolition operations. Submit before Work begins.
QUALITY ASSURANCE
Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in
material and extent to that indicated for this Project.
Regulatory Requirements: Comply with governing EPA notification regulations before beginning
selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.
PROJECT CONDITIONS
Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct
selective demolition as Owner’s operations will not be disrupted.
Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far
practicable.
Notify Architect of discrepancies between existing conditions and Drawings before proceeding with
selective demolition.
Hazardous Materials: If materials suspected of containing hazardous materials are encountered, do
not disturb; immediately notify Architect and Owner.
Storage or sale of removed items or materials on-site is not permitted.
Utility Service: Maintain existing in-use utilities and others indicated to remain and protect them
against damage during selective demolition operations.
Maintain fire-protection facilities in service during selective demolition operations.
WARRANTY
Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials so as not to void existing warranties.
PART 2 - PRODUCTS
Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
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PART 3 - EXECUTION
EXAMINATION
Verify that utilities have been disconnected and capped before starting demolition operations.
Survey existing conditions and correlate with requirements indicated to determine extent of selective
demolition required.
When unanticipated mechanical, electrical, or structural elements that conflict with intended function
or design are encountered, investigate and measure the nature and extent of conflict. Promptly
submit a written report to Architect.
Engage a professional engineer to survey condition of building to determine whether removing any
element might result in structural deficiency or unplanned collapse of any portion of structure or
adjacent structures during selective demolition operations.
Survey of Existing Conditions: Record existing conditions by use of photographs.
Perform surveys as the Work progresses to detect hazards resulting from selective
demolition activities.
UTILITY SERVICES AND MECHANICAL AND ELECTRICAL SYSTEMS
Service and System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility
services and mechanical and electrical systems serving areas to be selectively demolished.
Arrange to shut off indicated utilities with utility companies.
If services and systems are required to be removed, relocated, or abandoned, before
proceeding with selective demolition provide temporary services and systems that bypass
area of selective demolition and that maintain continuity of services and systems to other
parts of building.
Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal
remaining portion of pipe or conduit after bypassing.
PREPARATION
Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations
to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied
and used facilities.
Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to
people and damage to adjacent buildings and facilities to remain.
Provide protection to ensure safe passage of people around selective demolition area and to
and from occupied portions of building.
Provide temporary weather protection, during interval between selective demolition of
existing construction on exterior surfaces and new construction, to prevent water leakage
and damage to structure and interior areas.
Protect walls, ceilings, floors, and other existing finish work that are to remain or that are
exposed during selective demolition operations.
Cover and protect furniture, furnishings, and equipment that have not been removed.
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02 41 19 - 4
Comply with requirements for temporary enclosures, dust control, heating, and cooling
specified in Division 01 Section "Temporary Facilities and Controls."
Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to
preserve stability and prevent movement, settlement, or collapse of construction and finishes to
remain, and to prevent unexpected or uncontrolled movement or collapse of construction being
demolished.
Strengthen or add new supports when required during progress of selective demolition.
SELECTIVE DEMOLITION
Demolish and remove existing construction only to the extent required by new construction and as
indicated. Use methods required to complete the Work within limitations of governing regulations
and as follows:
Proceed with selective demolition systematically, from higher to lower level. Complete
selective demolition operations above each floor or tier before disturbing supporting
members on the next lower level.
Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting
methods least likely to damage construction to remain or adjoining construction. Use hand
tools or small power tools designed for sawing or grinding, not hammering and chopping, to
minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.
Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
Do not use cutting torches until work area is cleared of flammable materials. At concealed
spaces, such as duct and pipe interiors, verify condition and contents of hidden space before
starting flame-cutting operations. Maintain portable fire-suppression devices during flamecutting operations.
Maintain adequate ventilation when using cutting torches.
Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and
promptly dispose of off-site.
Remove structural framing members and lower to ground by method suitable to avoid free
fall and to prevent ground impact or dust generation.
Locate selective demolition equipment and remove debris and materials so as not to impose
excessive loads on supporting walls, floors, or framing.
Dispose of demolished items and materials promptly.
Reuse of Building Elements: Project has been designed to result in end-of-Project rates for reuse of
building elements as follows. Do not demolish building elements beyond what is indicated on Drawings without Architect's approval.
Removed and Salvaged Items:
Clean salvaged items.
Pack or crate items after cleaning. Identify contents of containers.
Store items in a secure area until delivery to Owner.
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02 41 19 - 5
Transport items to storage area designated by Owner.
Protect items from damage during transport and storage.
Removed and Reinstalled Items:
Clean and repair items to functional condition adequate for intended reuse. Paint equipment
to match new equipment.
Pack or crate items after cleaning and repairing. Identify contents of containers.
Protect items from damage during transport and storage.
Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and cleaned and reinstalled in their original
locations after selective demolition operations are complete.
PROCEDURES FOR SPECIFIC MATERIALS
Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and
at regular intervals, using power-driven saw, then remove concrete between saw cuts.
Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using
power-driven saws, then remove masonry between saw cuts.
Components and Accessories:
adhesives.
Remove completely, including fastening devices and installation
DISPOSAL OF DEMOLISHED MATERIALS
Except for items or materials indicated to be salvaged, reinstalled, or otherwise indicated to remain
Owner's property, remove demolished materials from Project site and legally dispose of them in an
EPA-approved landfill.
Do not allow demolished materials to accumulate on-site.
Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and
areas.
Remove debris from elevated portions of building by chute, hoist, or other device that will
convey debris to grade level in a controlled descent.
Do not burn demolished materials.
CLEANING
Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition
operations. Return adjacent areas to condition existing before selective demolition operations
began.
END OF SECTION
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CAST-IN-PLACE CONCRETE
03 30 00 - 1
SECTION 03 30 00 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
RELATED DOCUMENTS
and Division 01 Specification Sections, apply to this Section.
SUMMARY
Cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design,
placement procedures, and finishes.
DEFINITIONS
Cementitious Materials: Portland cement alone or in combination with one or more of the following:
blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag and
silica fume.
SUBMITTALS
Product Data: For each type of product indicated.
Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics
of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.
Steel Reinforcement Shop Drawings: Detail fabrication, bending, and placement. Include bar sizes,
lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices
and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete
reinforcement.
Comply with ACI 315 “Details and Detailing of Concrete Reinforcement” published in SP-66
ACI Detailing Manual or MCP302-Part 3.
Samples: As requested.
Qualification Data: For installer, manufacturer and testing agency.
Material Test Reports: For the following, from a qualified testing agency, indicating compliance with
requirements:
Aggregates
Material Certificates: For each of the following, signed by manufacturers:
Cementitious materials.
Steel reinforcement and accessories.
Field quality-control test and inspection reports [including floor surface flatness and levelness
measurements to determine compliance with specified tolerances].
Minutes of pre-installation conference.
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03 30 00 - 2
QUALITY ASSURANCE
Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACIcertified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete
Flatwork Technician.
Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products
and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.
Testing Agency Qualifications: An independent agency, qualified according to ASTM C 1077 and
ASTM E 329 for testing indicated, as documented according to ASTM E 548.
Source Limitations: Obtain each type or class of cementitious material of the same brand from the
same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one
source from a single manufacturer.
ACI Publications:
Documents:
Comply with the following unless modified by requirements in the Contract
ACI 301, "Specification for Structural Concrete," Sections 1 through 5.
ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."
Concrete Testing Service: Engage a qualified independent testing agency to perform material
evaluation tests and to design concrete mixtures.
DELIVERY, STORAGE, AND HANDLING
Steel Reinforcement:
damage.
Deliver, store, and handle steel reinforcement to prevent bending and
Water stops: Store water stops under cover to protect from moisture, sunlight, dirt, oil, and other
contaminants.
PART 2 - PRODUCTS
FORM-FACING MATERIALS
Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and
smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.
Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide
lumber dressed on at least two edges and one side for tight fit.
Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to
support weight of plastic concrete and other superimposed loads.
Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.
Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or
adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.
Formulate form-release agent with rust inhibitor for steel form-facing materials.
Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties
designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on
removal, and that will leave no corrodible metal closer than 1 inch to the plane of concrete surface.
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03 30 00 - 3
For exposed concrete, furnish ties with tapered tie cone spreaders that, when removed, will
leave holes 1-1/4 inches in diameter on concrete surface.
For concealed concrete, furnish ties which, when removed, will leave holes no larger than 1
inch in diameter in concrete surface.
For concrete walls indicated to receive waterproofing furnish ties with integral water-barrier
plates.
STEEL REINFORCEMENT
Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.
Epoxy-Coated Reinforcing Bars:
ASTM A 615/A 615M, Grade 60, deformed bars,
ASTM A 775/A 775M epoxy coated, with less than 2 percent damaged coating in each 12-inch bar
length.
Plain-Steel Wire: ASTM A 82, as drawn.
Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel wire
into flat sheets.
REINFORCEMENT ACCESSORIES
Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, cut bars true to length with ends
square and free of burrs.
Zinc Repair Material: ASTM A 780, zinc-based solder, paint containing zinc dust, or sprayed zinc.
Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening
reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire,
plastic, or precast concrete according to CRSI "Manual of Standard Practice," of greater
compressive strength than concrete.
For concrete surfaces exposed to view where legs of wire bar supports contact forms, use
CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.
For slabs-on-grade, use chairs with plates to prevent penetration of vapor retarder.
For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire
bar supports.
CONCRETE MATERIALS
Cementitious Material: Use the following cementitious materials, of the same type, brand, and
source, throughout Project:
Portland Cement: ASTM C 150, Type I.
Fly Ash: ASTM C 618, Class C.
Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.
Blended Hydraulic Cement:
ASTM C 595, Type IS, portland blast-furnace slag or
Type I (SM), slag-modified portland cement.
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03 30 00 - 4
Normal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Provide
aggregates from a single source.
Coarse-Aggregate: Crushed stone or gravel.
Fine Aggregate:
cement.
Natural sand, free of materials with deleterious reactivity to alkali in
Water: ASTM C 94/C 94M.
ADMIXTURES
Air-Entraining Admixture: ASTM C 260.
Products:
Axim Concrete Technologies; Catexol AE 260
Euclid Chemical Company (The); AEA 92S
Master Builders, Inc: MB AE 90 or Micro-Air
W R Grace & Co; Darex II
GRT Admixtures; Polychem AE or VR
Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other
admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in
hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.
Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
Products:
Axim Concrete Technologies; Catexol 1000N
Euclid Chemical Company (The); Eucon WR-91
Master Builders, Inc: Polyheed 997
W R Grace & Co; WRDA 82
GRT Admixtures; Polychem 400 NC
Mid Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
Products:
Axim Concrete Technologies; Catexol 3500N
Euclid Chemical Company (The); Eucon MR
Master Builders, Inc: Polyheed 997
W R Grace & Co; Daracem 65
GRT Admixtures; Polychem KB-1000
Water-Reducing, Non-Chloride Accelerator: ASTM C 494/C 494M, Type C.
Products:
Axim Concrete Technologies; Catexol 2000RHE
Euclid Chemical Company (The); Accelguard 80
Master Builders, Inc: Pozzutec 20
W R Grace & Co; Polarset
GRT Admixtures; Super Set
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Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.
Products:
Axim Concrete Technologies; Catexol 1000R
Euclid Chemical Company (The); Eucon Retarder
Master Builders, Inc: Pozzolith 100XR
W R Grace & Co; Daratard 17
GRT Admixtures; Polychem R
High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F or G
Products:
Axim Concrete Technologies; Catexol 1000SP-MN
Euclid Chemical Company (The); Eucon 37
Master Builders, Inc: Rheobuild 1000
W R Grace & Co; ADVA 100 or Daracem 19
GRT Admixtures; Polychem SPC or Melchem
WATERSTOPS
Flexible Rubber or PVC Waterstops: CE CRD-C 513, for embedding in concrete to prevent passage
of fluids through joints. Factory-fabricate corners, intersections, and directional changes.
Manufacturers:
Greenstreak.
Vinylex Corp.
Williams Products, Inc.
Profile: Flat, dumbbell, with or without center bulb.
Dimensions: 6 inches by 3/8 inch thick.
Pipe penetration Waterstops: Granular Bentonite material to fill gaps around pipe penetrations
around vapor retarders under slab on grade.
VAPOR RETARDER
Vapor Retarder: ASTM E 1745, Class A, except with a water vapor permeance less than 0.03 perms
after conditioning. Include Manufacturer's recommended adhesive or pressure-sensitive joint tape.
Products:
Barrier-Bac; IntePlus XF, VB-250 11 mil.
Grace Construction Products, W.R. Grace & Co.; Florprufe 120.
Insulation Solutions, Inc.; Viper VaporCheck II 10-mil "Class A"
Meadows, W.R., Inc.; Perminator 10 mil.
Raven Industries Inc.; Vapor Block VB10.
Reef Industries, Inc.; Griffolyn 10 mil Green.
Stego Industries, LLC; Stego Wrap Class A 10 mil Vapor Retarder
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CURING MATERIALS
Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to
fresh concrete.
Products:
Axim Italcementi Group, Inc.; CATEXOL Cimfilm.
ChemMasters; SprayFilm
Conspec by Dayton Superior; Aquafilm.
Dayton Superior Corporation; Sure Film (J-74).
Euclid Chemical Company (The), an RPM Company; Eucobar.
L&M Construction Chemicals, Inc.; E-CON.
Meadows, W. R., Inc.; EVAPRE.
Sika Corporation; SikaFilm.
Approved substitute.
Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately 9 oz./sq. yd. when dry.
Moisture-Retaining Cover:
polyethylene sheet.
ASTM C 171, curing paper, polyethylene film or white-burlap-
Water: Potable.
Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B,
dissipating.
Products: Subject to compliance with requirements, provide one of the following:
Anti-Hydro International, Inc.; AH Curing Compound #2 DR WB.
ChemMasters; Safe-Cure Clear.
Conspec by Dayton Superior; W.B. Resin Cure.
Dayton Superior Corporation; Day-Chem Rez Cure (J-11-W).
Euclid Chemical Co. (The), an RPM Co.; Kurez W VOX, TAMMSCURE WB 30C.
L&M Construction Chemicals, Inc.; L&M Cure R.
Meadows, W. R., Inc.; 1100 Clear.
Symons by Dayton Superior; Resi-Chem Clear.
Approved substitute
RELATED MATERIALS
Expansion and Isolation Joint-Filler Strips:
ASTM D 1752, cork or self-expanding cork.
ASTM D 1751, asphalt-saturated cellulosic fiber or
Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing and
bonding to damp surfaces, of class suitable for application temperature and of grade to suit
requirements, and as follows:
Types I and II for non-load bearing applications and Types IV and V for load bearing
applications, for bonding hardened or freshly mixed concrete to hardened concrete.
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REPAIR MATERIALS
Cement-based, polymer-modified, self-leveling toppings product that can be applied in thicknesses
from 1/8 inch and that can be feathered at edges to match adjacent floor elevations.
Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic
cement as defined in ASTM C 219.
Primer:
Product of underlayment manufacturer recommended for substrate,
conditions, and application.
Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as
recommended by underlayment manufacturer.
Repair underlayment for floor and slab areas beneath floor coverings:
Compressive Strength: Not less than 4100 psi at 28 days when tested according to
ASTM C 109/C 109M.
Basis-of-Design Product: Ardex SD-P Self-Leveling Concrete Topping.
Products: Subject to compliance with requirements, provide the basis-of-design
product or a comparable product by one of the following:
Dayton Superior Corporation; “Level Topping”
L&M Construction Chemicals, Inc.; Levelex HS
Symons Corporation: “Concrete Top"
Vexcon Chemicals Inc.; Certi-Vex SLU TC
Repair overlayment for floor or slab areas remaining exposed and not receiving floor
coverings:
Compressive Strength: Not less than 5000 psi at 28 days when tested according to
ASTM C 109/C 109M.
Basis-of-Design Product: Ardex SD-P.
Products: Subject to compliance with requirements, provide the basis-of-design
product or a comparable product by one of the following:
Master Builders, Inc: Mastertop 112 Topping
The Quikcrete Companies; Quikcrete Self-Leveling Floor Resurfacer FastSet
CONCRETE MIXTURES, GENERAL
Prepare design mixtures for each type and strength of concrete, proportioned on the basis of
laboratory trial mixture or field test data, or both, according to ACI 301.
Use a qualified independent testing agency for preparing and reporting proposed mixture
designs based on laboratory trial mixtures. Do not use the same Agency as used for Field
Quality Control Testing
Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement.
Admixtures: Use admixtures according to manufacturer's written instructions.
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Use water-reducing or high-range water-reducing (HRWR) admixture in concrete, as
required by Concrete Mixture Schedule and as necessary for placement and workability.
Slump Limit for concrete containing high-range water-reducing admixture:
8"maximum
Use water reducing and retarding admixture when required by high temperatures, low
humidity, or other adverse placement conditions.
Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs
and parking structure slabs, concrete required to be watertight, and concrete with a watercementitious materials ratio below 0.50.
CONCRETE MIXTURE SCHEDULE
Slump
Before
Min. Comp addn. of
Strength
HRWR
@ 28 Days (in. +/(PSI)
1 in.)
Max.
Agg.
Size
(in.)
Min.
Air
Lbs. of
EntrainCementitious ment
Materials
% +/per cu yd.
1½%
Class
Type of
Construction
1
Footings
3000
5
1.5
470
4.5
(1)
2
Interior
slab-on-grade
3500
3
0.75
540
none
(2)(3)
4
Walls and piers
4000
4
0.75
494
none
(2)
4a
Exposed walls
4000
3
0.75
540
6.0
(2)(4)
5
Columns
4000
4
0.75
494
none
(2)(4)
6
Metal deck topping
4000
4
0.75
540
none
(2)(6)
9
Miscellaneous
non-scheduled
concrete
3000
5
0.75
470
6.0
(2)
Notes
Notes:
(1)
Use a maximum of 50% replacement of portland cement with ground granulated blastfurnace slag and fly ash at a 1:1 ratio, up to 350 pounds per cubic yard. If fly ash is used
alone, limit the maximum replacement to 25%.
(2)
Use a maximum of 30% replacement of portland cement with ground granulated blastfurnace slag and fly ash at a 1:1 ratio, up to 350 pounds per cubic yard, with a maximum
25% fly ash. If fly ash is used alone, limit the maximum replacement to 25%.
(3)
Maximum water to cementitious materials ratio by weight: 0.45.
(4)
Use High-Range, Water-Reducing Admixture in mixture.
(5)
High-Range, Water-Reducing Admixture may be used in mixture.
(6)
Maximum equilibrium dry weight of lightweight aggregate mix: 115 pounds per cubic foot, as
determined by section 9.5 of ASTM C 567.
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FABRICATING REINFORCEMENT
Fabricate steel reinforcement according to CRSI "Manual of Standard Practice."
CONCRETE MIXING
Provide ready-mixed concrete.
Measure, batch, mix, and deliver concrete according to
ASTM C 94/C 94M, and furnish batch ticket information.
When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 11/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and
delivery time to 60 minutes.
PART 3 - EXECUTION
FORMWORK
Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral,
static, and dynamic loads, including construction loads that might be applied, until structure can
support such loads.
Construct formwork so concrete members and structures are of size, shape, alignment, elevation,
and position indicated, within tolerance limits of ACI 117.
Limit concrete surface irregularities, designated by ACI 347 as abrupt or gradual, as follows:
Class A, 1/8 inch for smooth-formed finished surfaces.
Class B, 1/4 inch for rough-formed finished surfaces.
Construct forms tight enough to prevent loss of concrete mortar.
Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide
crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for
inclined surfaces steeper than 1.5 horizontal to 1 vertical.
Install keyways, reglets, recesses, and the like, for easy removal.
Do not use rust-stained steel form-facing material.
Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations
and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use
strike-off templates or compacting-type screeds.
Provide temporary openings for cleanouts and inspection ports where interior area of formwork is
inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss
of concrete mortar. Locate temporary openings in forms at inconspicuous locations.
Chamfer exterior corners and edges of permanently exposed concrete.
Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads
required in the Work. Determine sizes and locations from trades providing such items.
Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and
other debris just before placing concrete.
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Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and
maintain proper alignment.
Coat contact surfaces of forms with form-release agent, according to manufacturer's written
instructions, before placing reinforcement.
EMBEDDED ITEMS
Place and secure anchorage devices and other embedded items required for adjoining work that is
attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams,
instructions, and directions furnished with items to be embedded.
Install anchor rods, accurately located, to elevations required and complying with tolerances
in Section 7.5 of AISC’s "Code of Standard Practice for Steel Buildings and Bridges."
REMOVING AND REUSING FORMS
Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support
weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours
after placing concrete, if concrete is hard enough to not be damaged by form-removal operations and
curing and protection operations are maintained.
Leave formwork for beam soffits, joists, slabs, and other structural elements that supports
weight of concrete in place until concrete has achieved its 28-day design compressive
strength.
Remove forms only if shores have been arranged to permit removal of forms without
loosening or disturbing shores.
Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise
damaged form-facing material is not acceptable for exposed surfaces. Apply new form-release
agent.
When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align
and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless
approved by Architect.
SHORES AND RESHORES
Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and re-shoring.
Do not remove shoring or re-shoring until measurement of slab tolerances is complete.
Plan sequence of removal of shores and re-shore to avoid damage to concrete. Locate and provide
adequate re-shoring to support construction without excessive stress or deflection.
VAPOR RETARDER
Place, protect, and repair vapor retarder according to ASTM E 1643 and manufacturer's written
instructions.
Locate joints parallel with direction of concrete placement. Lap joints 6-inches and seal with
Manufacturer's recommended tape.
STEEL REINFORCEMENT
Comply with CRSI "Manual of Standard Practice" for placing reinforcement.
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Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would
reduce bond to concrete.
Accurately position, support, and secure reinforcement against displacement. Locate and support
reinforcement with bar supports to maintain minimum concrete cover.
Do not weld reinforcing bars.
Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.
Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize
sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of
adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire.
JOINTS
Construct joints true to line with faces perpendicular to surface plane of concrete.
Construction Joints: Install so strength and appearance of concrete are not impaired, at locations
indicated or approved by Architect.
Place joints perpendicular to main reinforcement.
Continue reinforcement across
construction joints, unless otherwise indicated. Do not continue reinforcement through sides
of strip placements of floors and slabs.
Use epoxy-bonding adhesive at locations where fresh concrete is placed against hardened
or partially hardened concrete surfaces.
Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete
into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of
concrete thickness as follows:
Exterior Slabs: Form contraction joints after initial floating by grooving and finishing each
edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying
surface finishes. Eliminate groover tool marks on concrete surfaces.
Interior Slabs: Form contraction joints with power saws equipped with shatterproof abrasive
or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will
not tear, abrade, or otherwise damage surface and before concrete develops random
contraction cracks.
Isolation Joints in Slabs-on-Grade: Install joint-filler strips at slab junctions with vertical surfaces,
such as column pedestals, foundation walls, grade beams, and other locations indicated.
Extend joint-filler strips full width and depth of joint, terminating flush with finished concrete
surface.
Terminate full-width joint-filler strips not less than 1/2 inch or more than 1 inch below finished
concrete surface where joint sealants are indicated.
Install joint-filler strips in lengths as long as practicable. Where more than one length is
required, lace or clip sections together.
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WATERSTOPS
Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in
longest lengths practicable. Support and protect exposed waterstops during progress of the Work.
Field fabricate joints in waterstops according to manufacturer's written instructions.
CONCRETE PLACEMENT
Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is
complete and that required inspections have been performed.
Do not add water to concrete during delivery at Project site or during placement, unless approved by
Architect.
Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new
concrete will be placed on concrete that has hardened enough to cause seams or planes of
weakness. If a section cannot be placed continuously, provide construction joints as indicated.
Deposit concrete to avoid segregation.
Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and
in a manner to avoid inclined construction joints.
Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.
Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches
into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to
lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate
concrete and complete embedment of reinforcement and other embedded items without
causing mixture constituents to segregate.
Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of
construction joints, until placement of a panel or section is complete.
Place interior slabs-on-grade only after building is enclosed
Consolidate concrete during placement operations so concrete is thoroughly worked around
reinforcement and other embedded items and into corners.
Maintain reinforcement in position on chairs during concrete placement.
Screed slab surfaces with a straightedge and strike off to correct elevations.
Slope surfaces uniformly to drains where required.
Begin initial floating using bull floats or darbies to form a uniform and open-textured surface
plane, before excess bleedwater appears on the surface. Do not further disturb slab
surfaces before starting finishing operations.
Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete from physical
damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.
When average high and low temperature is expected to fall below 40 deg F for three
successive days, maintain delivered concrete mixture temperature within the temperature
range required by ACI 301.
Do not use frozen materials or materials containing ice or snow. Do not place concrete on
frozen sub-grade or on sub-grade containing frozen materials.
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Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical
accelerators unless otherwise specified and approved in mixture designs.
Hot-Weather Placement: Comply with ACI 301 and as follows:
Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water or
chopped ice may be used to control temperature, provided water equivalent of ice is
calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is
Contractor's option.
Fog-spray forms, steel reinforcement, and sub-grade just before placing concrete. Keep
sub-grade uniformly moist without standing water, soft spots, or dry areas.
FINISHING FLOORS AND SLABS
Comply with ACI 302.1R recommendations for screeding, re-straightening, and finishing operations
for concrete surfaces. Do not wet concrete surfaces.
Finish surfaces to the following tolerances, according to ASTM E 1155, for a randomly
trafficked floor surface:
Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or
inaccessible to power driven floats. Re-straighten, cut down high spots, and fill low spots. Repeat
float passes and restraightening until surface is left with a uniform, smooth, granular texture.
Apply to surfaces to receive finishes below.
Float and Fine-Broom Finish: After applying float finish and while concrete is still plastic, slightly
scarify surface with a fine broom.
Apply to interior surfaces to receive resilient flooring, carpet or ceramic tile.
Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or
power-driven trowel. Continue troweling passes and re-straighten until surface is free of trowel
marks and uniform in texture and appearance. Grind smooth any surface defects that would
telegraph through applied coatings or floor coverings.
Apply to interior surfaces exposed to view and to be finished with paint, or another thin-filmfinish coating system.
Broom Finish: Immediately after float finishing, slightly roughen surface by brooming with fiberbristle broom perpendicular to main traffic route. Verify final finish with Architect before application.
Apply to exterior concrete walks.
MISCELLANEOUS CONCRETE ITEMS
Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work
of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in-place
construction. Provide other miscellaneous concrete filling indicated or required to complete the
Work.
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CONCRETE PROTECTING AND CURING
Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during
curing.
Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy
conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations.
Apply according to manufacturer's written instructions after placing, screeding, and bull floating or
darbying concrete, but before float finishing.
Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs,
and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If
removing forms before end of curing period, continue curing for the remainder of the curing period.
Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces,
including floors and slabs, concrete floor toppings, and other surfaces.
Cure concrete according to ACI 308.1, by one or a combination of the following methods, unless
otherwise indicated:
Moisture Curing: Keep surfaces continuously moist for not less than seven days with the
following materials:
Water.
Continuous water-fog spray.
Absorptive cover, water saturated, and kept continuously wet. Cover concrete
surfaces and edges with 12-inch lap over adjacent absorptive covers.
Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for
curing concrete, placed in widest practicable width, with sides and ends lapped at least 12
inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days.
Immediately repair any holes or tears during curing period using cover material and
waterproof tape.
Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair damage
during curing period.
Moisture cure or use moisture-retaining covers to cure the following:
Formed concrete surfaces.
Concrete surfaces to receive floor coverings.
JOINT FILLING
Prepare, clean, and install joint filler according to manufacturer's written instructions.
Defer joint filling until concrete has aged at least [one] [six] month(s). Do not fill joints until
construction traffic has permanently ceased.
Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of
joint clean and dry.
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Install semi rigid joint filler full depth in saw-cut joints and at least 2 inches deep in formed joints.
Overfill joint and trim joint filler flush with top of joint after hardening.
CONCRETE SURFACE REPAIRS
Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and
replace concrete that cannot be repaired and patched to Architect's approval.
Patching Mortar: Mix dry-pack patching mortar, consisting of one part portland cement to two and
one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and
placing.
Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls,
air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and
other discolorations that cannot be removed by cleaning.
Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 1/2
inch in any dimension in solid concrete, but not less than 1 inch in depth. Make edges of
cuts perpendicular to concrete surface. Clean, dampen with water, and brush-coat holes
and voids with bonding agent. Fill and compact with patching mortar before bonding agent
has dried. Fill form-tie voids with patching mortar or cone plugs secured in place with
bonding agent.
Repair defects on surfaces exposed to view by blending white portland cement and standard
portland cement so that, when dry, patching mortar will match surrounding color. Patch a
test area at inconspicuous locations to verify mixture and color match before proceeding with
patching. Compact mortar in place and strike off slightly higher than surrounding surface.
Repair defects on concealed formed surfaces that affect concrete's durability and structural
performance as determined by Architect.
Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and
verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces
sloped to drain for trueness of slope and smoothness; use a sloped template.
Repair finished surfaces containing defects. Surface defects include spalls, pop-outs,
honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate
to reinforcement or completely through un-reinforced sections regardless of width, and other
objectionable conditions.
After concrete has cured at least 14 days, correct high areas by grinding.
Correct localized low areas during or immediately after completing surface finishing
operations by cutting out low areas and replacing with patching mortar. Finish repaired
areas to blend into adjacent concrete.
Correct other low areas scheduled to receive floor coverings with a repair underlayment.
Prepare, mix, and apply repair underlayment and primer according to manufacturer's written
instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match
adjacent floor elevations.
Correct other low areas scheduled to remain exposed with a repair topping. Cut out low
areas to ensure a minimum repair topping depth of 1/4 inch to match adjacent floor
elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's
written instructions to produce a smooth, uniform, plane, and level surface.
Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by
cutting out and replacing with fresh concrete. Remove defective areas with clean, square
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cuts and expose steel reinforcement with at least a 3/4-inch clearance all around. Dampen
concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching
concrete of same materials and mixture as original concrete except without coarse
aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in
same manner as adjacent concrete.
Repair random cracks and single holes 1 inch or less in diameter with patching mortar.
Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose
particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching
mortar before bonding agent has dried. Compact patching mortar and finish to match
adjacent concrete. Keep patched area continuously moist for at least 72 hours.
Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and
patching mortar.
Repair materials and installation not specified above may be used, subject to Architect's approval.
FIELD QUALITY CONTROL
Testing and Inspecting: Engage a qualified testing and inspecting agency to perform tests and
inspections and to submit reports.
Inspections:
Steel reinforcement placement.
Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172
shall be performed according to the following requirements:
Testing Frequency: Obtain one composite sample for each day's pour of each concrete
mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu.
yd. or fraction thereof.
When frequency of testing will provide fewer than five compressive-strength tests for
each concrete mixture, testing shall be conducted from at least five randomly
selected batches or from each batch if fewer than five are used.
Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but
not less than one test for each day's pour of each concrete mixture. Perform additional tests
when concrete consistency appears to change.
Air Content: ASTM C 231, pressure method, for normal-weight concrete; one test for each
composite sample, but not less than one test for each day's pour of each concrete mixture.
Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is 40
deg F and below and when 80 deg F and above, and one test for each composite sample.
Compression Test Specimens: ASTM C 31/C 31M.
Cast and laboratory cure two sets of two standard cylinder specimens for each
composite sample.
Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two laboratory-cured
specimens at 7 days and one set of two specimens at 28 days.
A compressive-strength test shall be the average compressive strength from a set of
two specimens obtained from same composite sample and tested at age indicated.
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When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured
cylinders, Contractor shall evaluate operations and provide corrective procedures for
protecting and curing in-place concrete.
Strength of each concrete mixture will be satisfactory if every average of any three
consecutive compressive-strength tests equals or exceeds specified compressive strength
and no compressive-strength test value falls below specified compressive strength by more
than 500 psi.
Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor
within 48 hours of testing. Reports of compressive-strength tests shall contain Project
identification name and number, date of concrete placement, name of concrete testing and
inspecting agency, location of concrete batch in Work, design compressive strength at 28
days, concrete mixture proportions and materials, compressive breaking strength, and type
of break for both 7- and 28-day tests.
Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be
permitted by Architect but will not be used as sole basis for approval or rejection of concrete.
Additional Tests: Testing and inspecting agency shall make additional tests of concrete
when test results indicate that slump, air entrainment, compressive strengths, or other
requirements have not been met, as directed by Architect. Testing and inspecting agency
may conduct tests to determine adequacy of concrete by cored cylinders complying with
ASTM C 42/C 42M or by other methods as directed by Architect.
Additional testing and inspecting, at Contractor's expense, will be performed to
determine compliance of replaced or additional work with specified requirements.
Correct deficiencies in the Work that test reports and inspections indicate do not comply with the
Contract Documents.
END OF SECTION
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UNIT MASONRY
04 20 00
-1
SECTION 04 20 00 - UNIT MASONRY
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Concrete masonry units.
Mortar and grout.
Steel reinforcing bars.
Masonry joint reinforcement.
Related Requirements:
Section 05 50 00 "Metal Fabrications" for furnishing steel lintels and shelf angles.
DEFINITIONS
CMU(s): Concrete masonry unit(s).
ACTION SUBMITTALS
Product Data: For each type of product indicated.
Shop Drawings:
Masonry Units: Show sizes, profiles, coursing, and locations of special shapes.
INFORMATIONAL SUBMITTALS
Material Certificates:
Include statements of material properties indicating compliance with
requirements, including compliance with standards and type designations within standards. Provide
for each type and size of product where applicable.
1010-0210
Masonry units.
Include material test reports substantiating compliance with requirements.
For masonry units used in structural masonry, include data and calculations
establishing average net-area compressive strength of units.
Cementitious materials. Include brand, type, and name of manufacturer.
Pre-blended, dry mortar mixes. Include description of type and proportions of ingredients.
Grout mixes. Include description of type and proportions of ingredients.
Reinforcing bars.
Joint reinforcement.
Anchors, ties, and metal accessories.
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04 20 00
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Mix Designs: For each type of mortar. Include description of type and proportions of ingredients.
Statement of Compressive Strength of Masonry: For each combination of masonry unit type and
mortar type, provide statement of average net-area compressive strength of masonry units, mortar
type, and resulting net-area compressive strength of masonry determined according to Tables 1 and
2 in ACI 530.1/ASCE 6/TMS 602.
Cold-Weather and Hot Weather Procedures: Detailed description of methods, materials, and
equipment to be used to comply with requirements.
QUALITY ASSURANCE
Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color,
or a uniform blend within the ranges accepted for these characteristics, through one source from a
single manufacturer for each product required.
Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including
color for exposed masonry, from a single manufacturer for each cementitious component and from
one source or producer for each aggregate.
Masonry Standard: Comply with ACI 530.1/ASCE 6/TMS 602 unless modified by requirements in
the Contract Documents.
DELIVERY, STORAGE, AND HANDLING
Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed
location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet,
do not install until they are dry.
Deliver pre-blended, dry mortar mix in moisture-resistant containers designed for lifting and emptying
into dispensing silo. Store pre-blended, dry mortar mix in delivery containers on elevated platforms,
under cover, and in a dry location or in a metal dispensing silo with weatherproof cover.
Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and
oil.
FIELD CONDITIONS
Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof
sheeting at end of each day's work. Cover partially completed masonry when construction is not in
progress.
Extend cover a minimum of 24 inches down both sides and hold cover securely in place.
Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3
days after building masonry walls or columns.
Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left
exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such
masonry.
1010-0210
Protect base of walls from rain-splashed mud and from mortar splatter by spreading
coverings on ground and over wall surface.
Protect sills, ledges, and projections from mortar droppings.
Protect surfaces of window frames, door frames and similar products with painted or integral
finishes, from mortar droppings.
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04 20 00
-3
Turn scaffold boards near the wall on edge at the end of each day to prevent rain from
splashing mortar and dirt onto completed masonry.
Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or
frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by
freezing conditions. Comply with cold-weather construction requirements.
Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F
and above and will remain so until masonry has dried, but not less than seven days after
completing cleaning.
Hot-Weather Requirements: Comply with hot-weather construction requirements.
PART 2 - PRODUCTS
MASONRY UNITS, GENERAL
Defective Units: Referenced masonry unit standards may allow a certain percentage of units to
exceed tolerances and to contain chips, cracks, or other defects exceeding limits stated in the
standard. Do not use units where such defects, including dimensions that vary from specified
dimensions by more than stated tolerances, will be exposed in the completed Work or will impair the
quality of completed masonry.
CONCRETE MASONRY UNITS
Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of
adjacent units unless otherwise indicated.
Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.
Provide bullnose units for outside corners unless otherwise indicated.
CMUs: ASTM C 90.
Density Classification: Normal weight, unless otherwise indicated.
Size (Width): Manufactured to dimensions 3/8 inch less than nominal dimensions.
Exposed Faces: Provide color and texture matching the existing CMU.
Masonry Lintels: Prefabricated or built-in-place masonry lintels made from bond beam CMUs with
reinforcing bars placed as shown on drawings and / or indicated in schedule below and filled with
coarse grout. Cure pre-cast lintels before handling and installing. Temporarily support built-in-place
lintels until cured.
1010-0210
CMU Lintel Reinforcement Schedule (for non-load bearing masonry walls):
CMU
Width
Opening.Width
(Maximum)
Lintel
Reinforcement
6"
3'-4"
1 - #4
6"
7'-4"
1 - #5
8"
3'-4"
2 - #4
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UNIT MASONRY
8"
7'-4"
2 - #5
12"
3'-4"
2 - #4
12"
7'-4"
2 - #5
04 20 00
-4
MORTAR AND GROUT MATERIALS
Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather
construction. Provide natural color.
Hydrated Lime: ASTM C 207, Type S.
Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no
other ingredients.
Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in
mortar mixes and complying with ASTM C 979. Use only pigments with a record of satisfactory
performance in masonry mortar.
Available Products:
Davis Colors; True Tone Mortar Colors.
Lanxess Corporation; Bayferrox Iron Oxide Pigments.
Solomon Colors, Inc.; SGS Mortar Colors.
Colored Cement Product: Packaged blend made from portland cement, lime and mortar pigments,
all complying with specified requirements, and containing no other ingredients.
Available Products:
Capital Materials Corporation; Riverton Portland Cement Lime Custom Color.
Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime.
Lafarge North America Inc.; Eaglebond Portland & Lime.
Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement.
Formulate blend to produce color indicated or, if not indicated, as selected from
manufacturer's standard colors.
Pigments shall not exceed 10 percent of portland cement by weight.
Aggregate for Mortar: ASTM C 144.
For mortar that is exposed to view, use washed aggregate consisting of natural sand or
crushed stone.
Aggregate for Grout: ASTM C 404.
Water: Potable.
1010-0210
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04 20 00
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REINFORCEMENT
Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60.
Masonry Joint Reinforcement: ASTM A 951/A 951M, hot-dip galvanized carbon steel, 0.148 inch
diameter.
Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c.
Provide in lengths of not less than 10 feet, with prefabricated corner and tee units.
Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair
of side rods.
Masonry Joint Reinforcement for Cavity Walls: Adjustable (two-piece) type, either ladder or truss
design, with one side rod at each face shell of backing wythe and with separate adjustable ties with
pintle-and-eye connections having a maximum adjustment of 1-1/4 inches. Size ties to extend at
least halfway through facing wythe but with at least 5/8-inch cover on outside face.
MISCELLANEOUS MASONRY ACCESSORIES
Compressible Filler: Pre-molded filler strips complying with ASTM D 1056, Grade 2A1; compressible
up to 35 percent; of width and thickness indicated; formulated from neoprene or urethane.
Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I
(No. 15 asphalt felt).
MORTAR AND GROUT MIXES
General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders,
water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated.
Do not use calcium chloride in mortar or grout.
Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. Provide the following
types of mortar for applications stated.
For masonry below grade or in contact with earth, use Type M.
For above-grade reinforced masonry and exterior load-bearing walls, use Type S.
For mortar parge coats, use Type S.
For exterior, above-grade, non-load-bearing walls, including face veneers of cavity walls and
parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for
other applications where another type is not indicated; use Type N.
For interior non-load-bearing partitions, Type O may be used instead of Type N.
Grout for Unit Masonry: Comply with ASTM C 476.
1010-0210
Use grout of type indicated or, if not indicated, of type (fine or coarse) that will comply with
Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height.
Proportion grout in accordance with ASTM C 476, Table 1 or paragraph 4.2.2 for specified
28-day compressive strength indicated, but not less than 2000 psi.
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Provide grout with a
ASTM C 143/C 143M.
slump
of
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04 20 00
-6
according
to
PART 3 - EXECUTION
EXAMINATION
Examine conditions for compliance with requirements for installation tolerances and other conditions
affecting performance of the Work.
For the record, prepare written report, endorsed by installer, listing conditions detrimental to
performance of work.
Verify that foundations are within tolerances specified.
Verify that reinforcing dowels are properly placed.
Before installation, examine rough-in and built-in construction for piping systems to verify actual
locations of piping connections.
Proceed with installation only after unsatisfactory conditions have been corrected.
INSTALLATION, GENERAL
Build single-wythe walls to actual widths of masonry units, using units of widths indicated. Build
cavity walls and other masonry construction to full thickness shown.
Build chases and recesses to accommodate items specified in this and other Sections.
Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or
to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, un-chipped
edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut
surfaces and, where possible, cut edges concealed.
Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures.
Mix units from several pallets or cubes as they are placed.
Match coursing, bonding, color, and texture of existing masonry.
Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in. per minute when tested per
ASTM C 67. Allow units to absorb water so they are damp but not wet at time of laying.
TOLERANCES
Dimensions and Locations of Elements:
1010-0210
For dimensions in cross section or elevation do not vary by more than plus 1/2 inch or minus
1/4 inch.
For location of elements in plan do not vary from that indicated by more than plus or minus
1/2 inch.
For location of elements in elevation do not vary from that indicated by more than plus or
minus 1/4 inch in a story height or 1/2 inch total.
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-7
Lines and Levels:
For bed joints and top surfaces of bearing walls do not vary from level by more than 1/4 inch
in 10 feet, or 1/2 inch maximum.
For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary
from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.
For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet,
3/8 inch in 20 feet, or 1/2 inch maximum.
For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion
and control joints, do not vary from plumb by more than 1/8 inch in 10 feet, 1/4 inch in
20 feet, or 1/2 inch maximum.
For lines and surfaces do not vary from straight by more than 1/4 inch in 10 feet, 3/8 inch in
20 feet, or 1/2 inch maximum.
For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch
in 10 feet, or 1/2 inch maximum.
For faces of adjacent exposed masonry units, do not vary from flush alignment by more than
1/16 inch except due to warpage of masonry units within tolerances specified for warpage of
units.
Joints:
For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with
a maximum thickness limited to 1/2 inch.
For exposed bed joints, do not vary from bed-joint thickness of adjacent courses by more
than 1/8 inch.
For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or
minus 1/4 inch.
For exposed head joints, do not vary from thickness indicated by more than plus or minus
1/8 inch. Do not vary from adjacent bed-joint and head-joint thicknesses by more than 1/8
inch.
For exposed bed joints and head joints of stacked bond, do not vary from a straight line by
more than 1/16 inch from one masonry unit to the next.
LAYING MASONRY WALLS
Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses
and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less
than half-size units, particularly at corners, jambs, and, where possible, at other locations.
Bond Pattern for Exposed Masonry: Bond pattern indicated on Drawings; do not use units with less
than nominal 4 inch horizontal face dimensions at corners or jambs.
Bond Pattern for Concealed Masonry: Lay concealed masonry with all units in a wythe in running
bond or bonded by lapping not less than 4 inches. Bond and interlock each course of each wythe at
corners. Do not use units with less than nominal 4 inch horizontal face dimensions at corners or
jambs.
1010-0210
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Stopping and Resuming Work: Stop work by raking back units in each course from those in course
below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar,
remove loose masonry units and mortar, and wet brick if required before laying fresh masonry.
Built-in Work: As construction progresses, build in items indicated. Fill in solidly with masonry
around built-in items.
Fill space between interior steel frames and masonry solidly with mortar.
Where built-in items are to be embedded in cores of hollow masonry units, place a layer of
metal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core.
Fill cores in hollow CMUs with grout 24 inches under bearing plates, beams, lintels, posts, and
similar items, unless otherwise indicated.
Build non-load-bearing interior partitions full height of story to underside of solid floor or roof structure
above, except as otherwise indicated.
Fasten partition top anchors to structure above and build into top of partition. Grout cells of
CMUs solidly around plastic tubes of anchors and push tubes down into grout to provide
1/2 inch clearance between end of anchor rod and end of tube. Space anchors 48 inches
o.c. unless otherwise indicated.
Install compressible filler in joint between top of partition and underside of structure above.
MORTAR BEDDING AND JOINTING
Lay units with 3/8 inch wide joints, or match existing.
Lay hollow masonry units as follows:
With face shells fully bedded in mortar and with head joints of depth equal to bed joints.
With webs fully bedded in mortar in all courses of piers, columns, and pilasters.
With webs fully bedded in mortar in grouted masonry, including starting course on footings.
With entire units, including areas under cells, fully bedded in mortar at starting course on
footings where cells are not grouted.
Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar
to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints.
Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thicknes.
Cut joints flush for concealed masonry walls.
MASONRY JOINT REINFORCEMENT
Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior
side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches.
1010-0210
Space reinforcement not more than 16 inches o.c.
Provide reinforcement not more than 8 inches above and below wall openings and extending
24 inches beyond openings in addition to continuous reinforcement.
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UNIT MASONRY
04 20 00
-9
Interrupt joint reinforcement at control and expansion joints.
Provide continuity at wall intersections by using prefabricated T-shaped units.
Provide continuity at corners by using prefabricated L-shaped units.
Cut and bend reinforcing units as directed by manufacturer for continuity at returns, offsets, pipe
enclosures, and other special conditions.
ANCHORING MASONRY TO STRUCTURAL STEEL AND CONCRETE
Anchor masonry to structural steel or concrete where masonry abuts or faces structural members to
comply with the following:
Provide an open space not less than 1 inch in width between masonry and structural steel or
concrete, unless otherwise indicated. Keep open space free of mortar and other rigid
materials.
Anchor masonry to structural members with anchors embedded in masonry joints and
attached to structure.
Space anchors as indicated, but not more than 24 inches o.c. vertically and 32 inches o.c.
horizontally.
LINTELS
Install steel lintels where indicated.
Provide masonry lintels where shown and where openings of more than 12 inches for brick-size units
and 24 inches for block-size units are shown without structural steel or other supporting lintels.
Provide minimum bearing of 8 inches at each jamb, except as otherwise indicated.
REINFORCED UNIT MASONRY INSTALLATION
Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced
masonry elements during construction.
Construct formwork to provide shape, line, and dimensions of completed masonry as
indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie,
and support forms to maintain position and shape during construction and curing of
reinforced masonry.
Do not remove forms and shores until reinforced masonry members have hardened
sufficiently to carry their own weight and other temporary loads that may be placed on them
during construction.
Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 6/TMS 602.
Grouting: Do not place grout until entire height of masonry to be grouted has attained enough
strength to resist grout pressure.
1010-0210
Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout
placement, including minimum grout space and maximum pour height.
Limit height of vertical grout pours to not more than 60 inches.
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UNIT MASONRY
04 20 00
- 10
REPAIRING, POINTING AND CLEANING
Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged
or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar,
pointed to eliminate evidence of replacement.
Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill
with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a
neat, uniform appearance. Prepare joints for sealant application, where indicated.
In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins
and smears before tooling joints.
Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:
Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or
chisels.
Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for
comparison purposes. Obtain Architect's approval of sample cleaning before proceeding
with cleaning of masonry.
Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing
surfaces thoroughly with clear water.
Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type
of stain on exposed surfaces.
MASONRY WASTE DISPOSAL
Excess masonry materials are Contractor's property. At completion of unit masonry work, remove
from Project site.
END OF SECTION
1010-0210
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METAL FABRICATIONS
05 50 00 - 1
SECTION 05 50 00 - METAL FABRICATIONS
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Miscellaneous steel framing and supports, including:
Loose steel lintels
Loose bearing-plates and leveling-plates
Section 03 30 00 "Cast-in-Place Concrete" for installing anchor bolts, steel pipe sleeves,
wedge-type inserts and other items indicated to be cast into concrete
Section 04 20 00 "Unit Masonry" for installing loose lintels, anchor bolts, and other items
indicated to be built into unit masonry
SUBMITTALS
Shop Drawings: Show fabrication and installation details for metal fabrications.
Include plans, elevations, sections and details of metal fabrications and their connections.
Show anchorage and accessory items.
Delegated-Design Submittal:
For installed products indicated to comply with performance
requirements and design criteria, including analysis data signed and sealed by the qualified
professional engineer responsible for their preparation.
QUALITY ASSURANCE
Welding: Qualify procedures and personnel according to the following:
AWS D1.1, "Structural Welding Code--Steel."
FIELD CONDITIONS
Field Measurements: Verify actual locations of walls and other construction contiguous with metal
fabrications by field measurements before fabrication and indicate measurements on Shop
Drawings.
Coordination:
1011-0202
Coordinate selection of shop primers with topcoats to be applied over them. Comply with
paint and coating manufacturers' written recommendations to ensure that shop primers and
topcoats are compatible with one another.
Coordinate installation of anchorages for metal fabrications. Furnish setting drawings,
templates, and directions for installing anchorages, including sleeves, concrete inserts,
anchor bolts, and items with integral anchors, that are to be embedded in concrete or
masonry. Deliver such items to Project site in time for installation.
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METAL FABRICATIONS
05 50 00 - 2
PART 2 - PRODUCTS
Thermal Movements: Provide exterior metal fabrications that allow for thermal movements resulting
from the following maximum change (range) in ambient and surface temperatures by preventing
buckling, opening of joints, overstressing of components, failure of connections, and other
detrimental effects. Base engineering calculations on surface temperatures of materials due to both
solar heat gain and nighttime-sky heat loss.
Temperature Change (Range): 140 deg F, ambient; 200 deg F, material surfaces.
METALS
Metal Surfaces: Provide materials with smooth, flat surfaces. For metal fabrications exposed to
view in the completed Work, provide materials without seam marks, roller marks, rolled trade names,
or blemishes.
Steel Plates, Shapes, and Bars: ASTM A 36.
Stainless-Steel Sheet, Strip, and Plate: ASTM A 240/A 240M or ASTM A 666, Type 304
Stainless-Steel Bars and Shapes: ASTM A 276, Type 304
Steel Tubing: ASTM A 500, cold-formed steel tubing.
Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated or
required by structural loads.
Cast Iron: ASTM A 48, Class 30, unless another class is indicated or required by structural loads.
FASTENERS
General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use and
zinc-plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at exterior walls.
Select fasteners for type, grade, and class required.
Steel Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts,
ASTM A 563; and, where indicated, flat washers.
Stainless-Steel Bolts and Nuts: Regular hexagon-head annealed stainless-steel bolts, nuts and,
where indicated, flat washers; ASTM F 593 for bolts and ASTM F 594 for nuts, Alloy Group 1.
Anchor Bolts: ASTM F 1554, Grade 36.
Provide hot-dip or mechanically deposited, zinc-coated anchor bolts where item being
fastened is indicated to be galvanized.
Machine Screws: ASME B18.6.3.
Lag Screws: ASME B18.2.1.
Wood Screws: Flat head, ASME B18.6.1.
Plain Washers: Round, ASME B18.22.1.
Lock Washers: Helical, spring type, ASME B18.21.1.
1011-0202
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METAL FABRICATIONS
05 50 00 - 3
Anchors: Provide cast-in-place, chemical or torque-controlled expansion anchors, fabricated from
corrosion-resistant materials with capability to sustain, without failure, a load equal to six times the
load imposed when installed in unit masonry and equal to four times the load imposed when installed
in concrete, as determined by testing per ASTM E 488.
MISCELLANEOUS MATERIALS
Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
Universal Shop Primer:
complying with MPI#79.
Fast-curing, lead- and chromate-free, universal modified-alkyd primer
Galvanizing Repair Paint: High-zinc-dust-content paint for re-galvanizing welds in steel, complying
with SSPC-Paint 20.
Non-shrink, Non-metallic Grout: Factory-packaged, non-staining, non-corrosive, non-gaseous grout
complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior
and exterior applications.
FABRICATION, GENERAL
Shop Assembly: Pre-assemble items in the shop to greatest extent possible. Disassemble units
only as necessary for shipping and handling limitations. Use connections that maintain structural
value of joined pieces. Clearly mark units for reassembly and coordinated installation.
Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of
approximately 1/32 inch, unless otherwise indicated. Remove sharp or rough areas on exposed
surfaces.
Form bent-metal corners to smallest radius possible without causing grain separation or otherwise
impairing work.
Form exposed work true to line and level with accurate angles and surfaces and straight edges.
Weld corners and seams continuously to comply with the following:
Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
Obtain fusion without undercut or overlap.
Remove welding flux immediately.
At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and contour of welded surface matches that of adjacent
surface.
Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where
possible. Where exposed fasteners are required, use Phillips flat-head (countersunk) screws or
bolts. Locate joints where least conspicuous.
Fabricate seams and other connections that will be exposed to weather in a manner to exclude
water. Provide weep holes where water may accumulate.
Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and
similar items.
1011-0202
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METAL FABRICATIONS
05 50 00 - 4
Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring
devices to secure metal fabrications rigidly in place and to support indicated loads.
Where units are indicated to be cast into concrete or built into masonry, equip with integrally
welded steel strap anchors, 1/8 by 1-1/2 inches, with a minimum 6-inch embedment and 2inch hook, not less than 8 inches from ends and corners of units and 24 inches o.c.
MISCELLANEOUS FRAMING AND SUPPORTS
Fabricate units from steel shapes, plates, and bars of welded construction. Fabricate to sizes,
shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing
and supports. Cut, drill, and tap units to receive hardware, hangers, and similar items.
Furnish inserts if units are installed after concrete is placed.
Loose Steel Lintels: Fabricate from steel angles and shapes of size indicated for openings and
recesses in masonry walls and partitions at locations indicated. Weld adjoining members together to
form a single unit where indicated.
Size loose lintels to provide bearing length at each side of openings equal to 1/12 of clear
span but not less than 8 inches, unless otherwise indicated.
Galvanize loose steel lintels located in exterior walls.
Provide the following for lintels in non-load bearing concrete masonry unit construction
CMU
Width
. Opening Width
(Maximum)
Steel Section
6"
3'-4"
(2) L 3 x 2-l/2 x 1/4 (LLV)
6"
7'-4"
(2) L 3-1/2 x 2-1/2 x 1/4 (LLV)
8"
3'-4"
(2) L 3-1/2 x 3-1/2 x 1/4
8"
7'-4"
(2) 4 x 3-1/2 x 5/16(LLV)
12"
3'-4"
(3) L 3-1/2 x 3-1/2 x 1/4
12"
7'-4"
W 8 x 10 w/
5/16 x 11 inch bottom plate
(LLV = Long Leg Vertical)
Shelf Angles: Fabricate from steel angles of sizes indicated and for attachment to concrete framing.
Provide horizontally slotted holes to receive 3/4-inch bolts, spaced not more than 6 inches from ends
and 24 inches o.c.
1011-0202
Provide mitered and welded units at corners.
Provide open joints in shelf angles at expansion and control joints.
approximately 2 inches larger than expansion or control joint.
Make open joint
For cavity walls, provide vertical channel brackets to support angles from backup masonry
and concrete.
Galvanize shelf angles located in exterior walls.
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METAL FABRICATIONS
05 50 00 - 5
Furnish wedge-type concrete inserts, complete with fasteners, to attach shelf angles to castin-place concrete.
Loose Bearing and Leveling Plates: Provide loose bearing and leveling plates for steel items bearing
on masonry or concrete construction. Drill plates to receive anchor bolts and for grouting.
Galvanize plates after fabrication.
Weld Plates and Angles: Provide steel weld plates and angles not specified in other Sections, for
items supported from concrete construction as needed to complete the Work. Provide each unit with
not less than two integrally welded steel strap anchors for embedding in concrete.
Galvanize all miscellaneous exterior framing and supports.
STEEL TRIM
Fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints
and smooth exposed edges. Miter corners and use concealed field splices where possible.
Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with
other work.
Provide with integrally welded steel strap anchors for embedding in concrete or masonry
construction.
PART 3 - EXECUTION
INSTALLATION
Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal
fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and
surfaces level, plumb, true, and free of rack; and measured from established lines and levels.
Fit exposed connections accurately together to form hairline joints. Weld connections that are not to
be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not
weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and
are for bolted or screwed field connections.
Field Welding: Comply with the following requirements:
Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
Obtain fusion without undercut or overlap.
Remove welding flux immediately.
At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and contour of welded surface matches that of adjacent
surface.
Fastening to In-place Construction: Provide anchorage devices and fasteners where metal
fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use
with concrete and masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and other
connectors.
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METAL FABRICATIONS
05 50 00 - 6
Provide temporary bracing or anchors in formwork for items that are to be built into concrete,
masonry, or similar construction.
Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout,
concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint.
INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS
Install framing and supports to comply with requirements of items being supported, including
manufacturers' written instructions and requirements indicated on Shop Drawings.
Bearing and Leveling Plates: Clean concrete and masonry bearing surfaces of bond-reducing
materials, and roughen to improve bond to surfaces. Clean bottom surface of plates.
Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members
have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims
but, if protruding, cut off flush with edge of bearing plate before packing with grout.
Pack non-shrink, nonmetallic grout solidly between bearing surfaces and plates to ensure
that no voids remain.
INSTALLING BEARING AND LEVELING PLATES
Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve
bond to surfaces. Clean bottom surface of plates.
Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have
been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout.
Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not ex
posed to moisture; use nonshrink, nonmetallic grout in exposed locations unless otherwise
indicated.
Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.
ADJUSTING AND CLEANING
Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded
areas. Paint uncoated and abraded areas with the same material as used for shop painting to
comply with SSPC-PA 1 for touching up shop-painted surfaces.
Apply by brush or spray to provide a minimum 2.0-mil dry film thickness.
Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair
galvanizing to comply with ASTM A 780.
END OF SECTION
1011-0202
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OVERHEAD COILING DOORS
08 33 23- 1
SECTION 08 33 23 - OVERHEAD COILING DOORS
PART 1 - GENERAL
RELATED DOCUMENTS
SUMMARY
Steel service doors with electric motor operation.
Section 05 50 00 "Metal Fabrications" for steel supports for overhead coiling doors.
REFERENCES
ADA: Americans with Disabilities Act
ASTM: American Society for Testing and Materials
FMG: FM Global
ITS: Intertek Testing Services
NAAMM: National Association of Architectural Metal Manufacturers
NEMA: National Electrical Manufacturers Association
NFPA: National Fire Protection Association
UL: Underwriters Laboratories Inc.
SUBMITTALS
Product Data: For each type and size of overhead coiling door and accessory. Include the following:
Summary of forces and loads on walls and jambs.
Color charts for initial selection.
Shop Drawings: For special components and installations not dimensioned or detailed in
manufacturer's product data.
Samples for Verification: For each type of exposed finish required, prepared on samples of size
indicated below.
Curtain Slats: 8 inches long.
Qualification Data: For installer.
QUALITY ASSURANCE
Installer Qualifications: Manufacturer's authorized representative who is trained and approved for
both installation and maintenance of units required for this Project.
Source Limitations: Obtain overhead coiling doors, including operators and controls through one
source from a single manufacturer.
Electrical Components, Devices, and Accessories:
Article 100.
1012-0801
Listed and labeled as defined in NFPA 70,
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08 33 23- 2
PART 2 - PRODUCTS
MANUFACTURERS
Basis of design: McKeon Door Company, Service Doors SD300 series, steel, motor operation.
Manufacturer: Subject to compliance with requirements, provide products by one of the following:
C.H.I. Overhead Doors.
Cookson Company.
Cornell Iron Works Inc.
McKeon Rolling Steel Door Company, Inc.
Overhead Door Corp.
Raynor.
Wayne-Dalton Corp.
Approved Substitute
Operation-Cycle Requirements: Provide overhead coiling door components and operators capable
of operating for not less than 20,000 cycles.
DOOR CURTAIN MATERIALS AND CONSTRUCTION
Door Curtains: Fabricate overhead coiling door curtain of interlocking slats, in a continuous length
for width of door without splices. Unless otherwise indicated, provide slats of thickness and
mechanical properties recommended by door manufacturer for performance, size, and type of door
indicated, and as follows:
Steel Door Curtain Slats: Zinc-coated (galvanized), cold-rolled structural steel sheet;
complying with ASTM A 653/A 653M, G90 (Z275) coating designation.
Minimum Base-Metal (Uncoated) Thickness: 0.0209 inch (24 gauge).
Slat profile: Flat.
End-locks and Wind-locks for Service Doors: Malleable-iron castings, galvanized after fabrication,
secured to curtain slats with galvanized rivets or high-strength nylon fasteners. Provide locks on not
less than alternate curtain slats for curtain alignment and resistance against lateral movement.
End-locks for Counter Doors: Manufacturer's standard end-locks on not less than alternate curtain
slats for curtain alignment and resistance against lateral movement.
Bottom Bar for Service Doors: Consisting of two angles, each not less than 1-1/2 by 1-1/2 by 1/8
inch thick; galvanized, stainless-steel, or aluminum extrusions to suit type of curtain slats.
Bottom Bar for Counter Doors: Manufacturer's standard continuous channel or tubular shape, either
stainless steel or aluminum extrusions to suit type of curtain slats.
Astragal: Provide a replaceable, adjustable, continuous, compressible gasket of flexible
vinyl, rubber, or neoprene; for placement between angles or fitted to shape, as a cushion
bumper for interior door.
Curtain Jamb Guides for Service Doors: Fabricate curtain jamb guides of steel angles or channels
and angles, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly,
and to withstand loading. Build up units with not less than 3/16-inch-thick galvanized steel sections
complying with ASTM A 36/A 36M and ASTM A 123/A 123M. Slot bolt holes for guide adjustment.
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08 33 23- 3
Provide removable stops on guides to prevent over-travel of curtain, and a continuous bar for holding
wind-locks.
Curtain Jamb Guides for Counter Doors: Fabricate curtain jamb guides of angles, channels or sheet
material and finish to match curtain slats, with sufficient depth and strength to retain curtain, to allow
curtain to operate smoothly, and to withstand loading. Provide continuous integral wear strips to
prevent metal-to-metal contact and to minimize operational noise; with removable stops on guides to
prevent over-travel of curtain.
HOODS AND ACCESSORIES
Hood: Form to entirely enclose coiled curtain and operating mechanism at opening head. Contour
to fit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness.
Provide closed ends for surface-mounted hoods and provide fascia for any portion of between-jamb
mounting projecting beyond wall face. Provide intermediate support brackets as required to prevent
sagging.
Fabricate hoods for steel doors of minimum 0.028-inch-thick (24 gauge), hot-dip galvanized
steel sheet with G90 zinc coating, complying with ASTM A 653/A 653M.
Shape: Round, unless otherwise indicated.
Push/Pull Handles: For push-up operation, provide lifting handles on each side of door, and pole
and hook.
Slide Bolt: Fabricate with side-locking bolts to engage through slots in tracks for locking by
thumbturn, located on both left and right jamb sides, operable from coil side.
Locking Device: Assembly with lock, spring-loaded dead bolt, operating handle, cam plate, and
adjustable locking bar to engage through slots in tracks.
Locking Bars: Full-disc cremone type, both jamb sides operable from [inside only] [outside
only] [inside and outside].
COUNTERBALANCING MECHANISM
Counterbalance doors by means of adjustable-tension, steel helical torsion spring mounted around a
steel shaft and contained in a spring barrel connected to door curtain with barrel rings. Use greasesealed bearings or self-lubricating graphite bearings for rotating members.
Counterbalance Barrel: Fabricate spring barrel of hot-formed, structural-quality, welded or seamless
carbon-steel pipe, of sufficient diameter and wall thickness to support rolled-up curtain without
distortion of slats and to limit barrel deflection to not more than 0.03 in./ft. of span under full load.
Provide spring balance of one or more oil-tempered, heat-treated steel helical torsion springs. Size
springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel.
Provide cast-steel barrel plugs to secure ends of springs to barrel and shaft.
Fabricate torsion rod for counterbalance shaft of cold-rolled steel, sized to hold fixed spring ends and
carry torsional load.
Brackets: Provide mounting brackets of manufacturer's standard design, either cast iron or coldrolled steel plate.
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08 33 23- 4
ELECTRIC DOOR OPERATORS
Provide electric door operator assembly of size and capacity recommended and provided by door
manufacturer for door and operation-cycle requirements specified, with electric motor and factorypre-wired motor controls, starter, gear-reduction unit, solenoid-operated brake, clutch, remote-control
stations, control devices, integral gearing for locking door, and accessories required for proper
operation.
Comply with NFPA 70.
Disconnect Device: Provide hand-operated disconnect or mechanism for automatically engaging
chain and sprocket operator and releasing brake for emergency manual operation while
disconnecting motor without affecting timing of limit switch. Mount disconnect and operator so they
are accessible from floor level. Include interlock device to automatically prevent motor from
operating when emergency operator is engaged.
Design operator so motor may be removed without disturbing limit-switch adjustment and without
affecting emergency auxiliary operator.
Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and NEMA ICS 6, with
NFPA 70 Class 2 control circuit, maximum 24-V, ac or dc.
Door-Operator Type: Provide wall-, hood-, or bracket-mounted, jackshaft-type door operator unit
consisting of electric motor, drive, and chain and sprocket secondary drive.
Electric Motors: Provide high-starting torque, reversible, continuous-duty, Class A insulated, electric
motors complying with NEMA MG 1; with overload protection; sized to start, accelerate, and operate
door in either direction from any position, at not less than 2/3 fps and not more than 1 fps, without
exceeding nameplate ratings or service factor.
Type: Polyphase, medium-induction type.
Service Factor: According to NEMA MG 1, unless otherwise indicated.
Coordinate wiring requirements and electrical characteristics of motors with building
electrical system.
Provide open dripproof-type motor, and controller with NEMA ICS 6, Type 1 enclosure.
Remote-Control Station: Provide momentary-contact, three-button control station with push-button
controls labeled "Open," "Close," and "Stop."
Provide interior units, full-guarded, surface-mounted, heavy-duty type, with general-purpose
NEMA ICS 6, Type 1 enclosure.
Provide exterior units, full-guarded, standard-duty, surface-mounted, weatherproof type,
NEMA ICS 6, Type 4 enclosure, key operated.
Obstruction Detection Device: Provide each motorized door with external automatic safety sensor
capable of protecting full width of door opening. Activation of sensor immediately stops and reverses
downward door travel.
Photoelectric Sensor: Manufacturer's standard system designed to detect an obstruction in
door opening without contact between door and obstruction.
Limit Switches: Provide adjustable switches, interlocked with motor controls and set to automatically
stop door at fully opened and fully closed positions.
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08 33 23- 5
Provide electric operators with ADA-compliant audible alarm and visual indicator lights.
Radio Control: Provide radio control system consisting of the following:
Three-channel universal coaxial receiver to open, close and stop door, [one] per operator.
Multi-function remote control.
Remote-antenna mounting kit if required.
FINISHES
Comply with NAAMM "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are
acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the
same piece are not acceptable. Variations in appearance of other components are acceptable if
they are within the range of approved Samples and are assembled or installed to minimize contrast.
Steel Finishes:
Factory Primer for Field Finish: Manufacturer's standard primer, compatible with fieldapplied finish according to coating manufacturer's written instructions for cleaning,
pretreatment, application, and minimum dry film thickness.
PART 3 - EXECUTION
EXAMINATION
Examine substrates areas and conditions, with Installer present, for compliance with requirements
for substrate construction and other conditions affecting performance of the Work.
Examine locations of electrical connections.
Proceed with installation only after unsatisfactory conditions have been corrected.
INSTALLATION
Install coiling doors and operating equipment complete with necessary hardware, jamb and head
molding strips, anchors, inserts, hangers, and equipment supports.
ADJUSTING
Adjust hardware and moving parts to function smoothly so that doors operate easily, free of warp,
twist, or distortion.
Lubricate bearings and sliding parts; adjust doors to operate easily, free of warp, twist, or distortion
and with weather-tight fit around entire perimeter.
STARTUP SERVICES
Engage a factory-authorized service representative to perform startup service.
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Complete installation and startup checks according to manufacturer's written instructions.
Test and adjust controls and safeties. Replace damaged and malfunctioning controls and
equipment.
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08 33 23- 6
DEMONSTRATION
Engage a factory-authorized service representative to train Owner's maintenance personnel to
adjust, operate, and maintain overhead coiling doors. Refer to Division 01 Section "Closeout
Procedures."
END OF SECTION
1012-0801

Southwest Wisconsin Technical College Building 500 – Overhead Door Alteration

Transcription

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