6391 - Construction of 9/11 Memorial Bell Tower, Other Solicitation Exhibits
02/15/2017
PROJECT MANUAL
FOR 9/11 FIREFIGHTER’S
MEMORIAL BELL TOWER
THE CITY OF DENTON
ARCHITECT: KIRKPATRICK ARCHITECTURE STUDIO 100 West Mulberry Denton, Texas 76201 940.387.8182 voice Contact: David Robinson david@k-a-studio.com
DATE: 13 February 2017
Denton 911 Memorial TABLE OF CONTENTS Kirkpatrick Architecture Studio 000110 - 1
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DOCUMENT 000110 - TABLE OF CONTENTS
NUMBER TITLE ISSUE DATE REVISED DATE DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
000100 Title Page ..............................................................................13Feb17 000110 Table of Contents ...................................................................13Feb17
003132 Geotechnical Data ..................................................................13Feb17 DIVISION 01 - GENERAL REQUIREMENTS
011000 Summary ..............................................................................13Feb17 012100 Allowances .............................................................................13Feb17 012200 Unit Prices ..............................................................................13Feb17
012500 Substitution Procedures .........................................................13Feb17 Substitution Request Form 012600 Contract Modification Procedures ..........................................13Feb17 012900 Payment Procedures ..............................................................13Feb17 013100 Project Management and Coordination ..................................13Feb17
013200 Construction Progress Documentation ...................................13Feb17 013300 Submittal Procedures .............................................................13Feb17 014000 Quality Requirements .............................................................13Feb17
014200 References .............................................................................13Feb17 015000 Temporary Facilities and Controls ..........................................13Feb17 016000 Product Requirements ............................................................13Feb17
017300 Execution ..............................................................................13Feb17 017700 Closeout Procedures ..............................................................13Feb17 017839 Project Record Documents .....................................................13Feb17 DIVISION 02 - EXISTING CONDITIONS 024116 Structure Demolition ...............................................................13Feb17 DIVISION 05 - METALS 051213 Architecturally Exposed Structural Steel Framing ..................13Feb17 DIVISION 07 - THERMAL AND MOISTURE PROTECTION
071416 Cold Fluid-Applied Waterproofing ...........................................13Feb17 072600 Under Slab Vapor Barrier .......................................................13Feb17 079200 Joint Sealants .........................................................................13Feb17
DIVISION 31 - EARTHWORK
311000 Site Clearing ...........................................................................13Feb17 DIVISION 32 - EXTERIOR IMPROVEMENTS
321313 Concrete Paving .....................................................................13Feb17 END OF TABLE OF CONTENTS
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DOCUMENT 003132 - GEOTECHNICAL DATA
SUMMARY1.1
This document includes information pertaining to geotechnical data.A.
INVESTIGATION1.2
An investigation of subsurface soil conditions at the building site was authorized by the Owner, and wasA.
subsequently performed by Isbell Engineering Group, Project No. IG1061, dated July 16, 2001.
REPORT1.3
The Geotechnical Investigation Report is for information only, and is not a warranty of subsurfaceA.
conditions.
The Report is made available for information only, and is not a Contract Document.B.
The information contained in the Report represents design criteria, recommendations, and guidelines thatC.
were utilized as the basis of design for the engineering of the earthwork operations, paving design, and
foundation design indicated in the Contract Documents. No changes in this design criteria will be
considered or permitted. Where options are indicated, the options were considered by the respective
design team members and implemented in the construction documents.
RESPONSIBILITY1.4
Bidders are expected to examine the site and subsurface investigation reports and then decide forA.
themselves the character of the materials to be encountered.
The Architect and Owner assume no responsibility for variations in subsoil conditions, quality, or stability,B.
or for the presence, level, and extent of underground water.
The Architect and Owner assume no responsibility for Bidder’s interpretation of data contained in theC.
Report.
END OF DOCUMENT 003132
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SECTION 011000 - SUMMARY
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section Includes:A.
Project information.1.
Work covered by Contract Documents.2.
Work by Owner.3.
Owner-furnished products.4.
Access to site.5.
Work restrictions.6.
Specification and drawing conventions.7.
PROJECT INFORMATION1.3
Project Identification: Denton 911 Memorial.A.
Project Location: Denton, Texas.1.
Owner: City of Denton, Texas.B.
Architect: Kirkpatrick Architecture Studio.C.
Architect's Consultants: The Architect has retained the following design professionals who have preparedE.
designated portions of the Contract Documents:
Refer to Title Page of Construction Set.1.
WORK COVERED BY CONTRACT DOCUMENTS1.4
The Work of Project is defined by the Contract Documents and consists of the following:A.
General construction of a new 911 memorial sculpture for the City of Denton, Texas.1.
Type of Contract:B.
Project will be constructed under a single prime contract.1.
WORK BY OWNER1.5
General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with orA.
delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work
performed by Owner.
OWNER-FURNISHED PRODUCTS1.6
Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing,A.
protecting, and installing Owner-furnished products.
ACCESS TO SITE1.7
General: Contractor shall have full use of Project site for construction operations during constructionA.
period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other
contractors on portions of Project.
WORK RESTRICTIONS1.8
Work Restrictions, General: Comply with restrictions on construction operations.A.
Comply with limitations on use of public streets and with other requirements of authorities having1.
jurisdiction.
SPECIFICATION AND DRAWING CONVENTIONS1.9
Specification Content: The Specifications use certain conventions for the style of language and theA.
intended meaning of certain terms, words, and phrases when used in particular situations. These
conventions are as follows:
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Imperative mood and streamlined language are generally used in the Specifications. The words1.
"shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is
used within a sentence or phrase.
Specification requirements are to be performed by Contractor unless specifically stated otherwise.2.
Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of allB.
Sections in the Specifications.
Drawing Coordination: Requirements for materials and products identified on Drawings are described inC.
detail in the Specifications. One or more of the following are used on Drawings to identify materials and
products:
Terminology: Materials and products are identified by the typical generic terms used in the1.
individual Specifications Sections.
Abbreviations: Materials and products are identified by abbreviations published as part of the U.S.2.
National CAD Standard and scheduled on Drawings.
Keynoting: Materials and products are identified by reference keynotes referencing Specification3.
Section numbers found in this Project Manual.
PRODUCTS (Not Used)PART 2 -
EXECUTION (Not Used)PART 3 -
END OF SECTION 011000
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SECTION 012100 - ALLOWANCES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements governing allowances.A.
Certain items are specified in the Contract Documents by allowances. Allowances have been1.
established in lieu of additional requirements and to defer selection of actual materials and
equipment to a later date when direction will be provided to Contractor. If necessary, additional
requirements will be issued by Change Order.
Types of allowances include the following:B.
Lump-sum allowances.1.
SELECTION AND PURCHASE1.3
At the earliest practical date after award of the Contract, advise Architect of the date when final selectionA.
and purchase of each product or system described by an allowance must be completed to avoid delaying
the Work.
At Architect's request, obtain proposals for each allowance for use in making final selections. IncludeB.
recommendations that are relevant to performing the Work.
Purchase products and systems selected by Architect from the designated supplier.C.
ACTION SUBMITTALS1.4
Submit proposals for purchase of products or systems included in allowances, in the form specified forA.
Change Orders.
INFORMATIONAL SUBMITTALS1.5
Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use inA.
fulfillment of each allowance.
Submit time sheets and other documentation to show labor time and cost for installation of allowanceB.
items that include installation as part of the allowance.
Coordinate and process submittals for allowance items in same manner as for other portions of the Work.C.
COORDINATION1.6
Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinateA.
installation.
LUMP-SUM ALLOWANCES1.7
Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selectedA.
by Architect under allowance and shall include taxes, freight, and delivery to Project site.
Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation,B.
overhead and profit, and similar costs related to products and materials selected by Architect under
allowance shall be included as part of the Contract Sum and not part of the allowance.
Unused Materials: Return unused materials purchased under an allowance to manufacturer or supplier forC.
credit to Owner, after installation has been completed and accepted.
If requested by Architect, retain and prepare unused material for storage by Owner. Deliver unused1.
material to Owner's storage space as directed.
CONTINGENCY ALLOWANCES1.8
Use the contingency allowance only as directed by Architect for Owner's purposes and only by ChangeA.
Orders that indicate amounts to be charged to the allowance.
Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under theB.
contingency allowance are included in the allowance and are not part of the Contract Sum. These costs
include delivery, installation, taxes, insurance, equipment rental, and similar costs.
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Change Orders authorizing use of funds from the contingency allowance will include Contractor's relatedC.
costs and reasonable overhead and profit margins.
At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by ChangeD.
Order.
TESTING AND INSPECTING ALLOWANCES1.9
Testing and inspecting allowances include the cost of engaging testing agencies, actual tests andA.
inspections, and reporting results.
The allowance does not include incidental labor required to assist the testing agency or costs for retestingB.
if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency
shall be included in the Contract Sum.
Costs of services not required by the Contract Documents are not included in the allowance.C.
At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner byD.
Change Order.
ADJUSTMENT OF ALLOWANCES1.10
Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on theA.
difference between purchase amount and the allowance, multiplied by final measurement of work-in-place
where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing
wastes, normal product imperfections, and similar margins.
Include installation costs in purchase amount only where indicated as part of the allowance.1.
If requested, prepare explanation and documentation to substantiate distribution of overhead costs2.
and other margins claimed.
Submit claims for increased costs because of a change in scope or nature of the allowance described inB.
the Contract Documents, whether for the purchase order amount or Contractor's handling, labor,
installation, overhead, and profit.
Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount1.
unless it is clearly shown that the nature or extent of work has changed from what could have been
foreseen from information in the Contract Documents.
No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced2.
materials or systems of the same scope and nature as originally indicated.
PRODUCTS (Not Used)PART 2 -
EXECUTIONPART 3 -
EXAMINATION3.1
Examine products covered by an allowance promptly on delivery for damage or defects. Return damagedA.
or defective products to manufacturer for replacement.
PREPARATION3.2
Coordinate materials and their installation for each allowance with related materials and installations toA.
ensure that each allowance item is completely integrated and interfaced with related work.
SCHEDULE OF ALLOWANCES3.3
Allow the lump sum of $25,000 for Owner's betterment.A.
END OF SECTION 012100
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SECTION 012200 - UNIT PRICES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for unit prices.A.
DEFINITIONS1.3
Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as aA.
price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or
deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities
of Work required by the Contract Documents are increased or decreased.
PROCEDURES1.4
Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes,A.
overhead, and profit.
Measurement and Payment: See individual Specification Sections for work that requires establishment ofB.
unit prices. Methods of measurement and payment for unit prices are specified in those Sections.
Owner reserves the right to reject Contractor's measurement of work-in-place that involves use ofC.
established unit prices and to have this work measured, at Owner's expense, by an independent surveyor
acceptable to Contractor.
List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in theD.
schedule contain requirements for materials described under each unit price.
PRODUCTS (Not Used)PART 2 -
EXECUTIONPART 3 -
SCHEDULE OF UNIT PRICES3.1
Dilled Piers:A.
For actual depth versus bid depth indicated on Drawings (25’-0” depth from Finished Floor1.
Elevation of 745.83) unit price is inclusive of drilling, concrete, steel reinforcing, steel casing, and
labor.
Reconciliation: Pier diameter category for net add or deduct, not per individual pier.2.
For each diameter category pier required, provide:3.
Unit Price per additional lineal foot of completed pier.a.
Unit Price per deleted lineal foot of completed pier.b.
Unit price per additional lineal foot of steel casings.c.
END OF SECTION 012200
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SECTION 012500 - SUBSTITUTION PROCEDURES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for substitutions.A.
DEFINITIONS1.3
Substitutions: Changes in products, materials, equipment, and methods of construction from thoseA.
required by the Contract Documents and proposed by Contractor.
Substitutions for Cause: Changes proposed by Contractor that are required due to changed1.
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 in2.
order to meet other Project requirements but may offer advantage to Contractor or Owner.
ACTION SUBMITTALS1.4
Substitution Requests: Submit three copies of each request for consideration. Identify product orA.
fabrication or installation method to be replaced. Include Specification Section number and title and
Drawing numbers and titles.
Substitution Request Form: Use facsimile of form provided in Project Manual.1.
Documentation: Show compliance with requirements for substitutions and the following, as2.
applicable:
Statement indicating why specified product or fabrication or installation cannot be provided,a.
if applicable.
Coordination information, including a list of changes or revisions needed to other parts ofb.
the Work and to construction performed by Owner and separate contractors, that will be
necessary to accommodate proposed substitution.
Detailed comparison of significant qualities of proposed substitution with those of the Workc.
specified. Include annotated copy of applicable Specification Section. Significant qualities
may include attributes such as performance, weight, size, durability, visual effect,
sustainable design characteristics, warranties, and specific features and requirements
indicated. Indicate deviations, if any, from the Work specified.
Product Data, including drawings and descriptions of products and fabrication andd.
installation procedures.
Samples, where applicable or requested.e.
Certificates and qualification data, where applicable or requested.f.
List of similar installations for completed projects with project names and addresses andg.
names and addresses of architects and owners.
Material test reports from a qualified testing agency indicating and interpreting test resultsh.
for compliance with requirements indicated.
Research reports evidencing compliance with building code in effect for Project, fromi.
ICC-ES or other agency approved by local authority.
Detailed comparison of Contractor's construction schedule using proposed substitution withj.
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.k.
Contractor's certification that proposed substitution complies with requirements in thel.
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 becomem.
necessary because of failure of proposed substitution to produce indicated results.
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Architect's Action: If necessary, Architect will request additional information or documentation for3.
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'sa.
Supplemental Instructions for minor changes in the Work.
Use product specified if Architect does not issue a decision on use of a proposedb.
substitution within time allocated.
QUALITY ASSURANCE1.5
Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with relatedA.
products and materials. Engage a qualified testing agency to perform compatibility tests recommended by
manufacturers.
PROCEDURES1.6
Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.A.
PRODUCTSPART 2 -
SUBSTITUTIONS2.1
Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change,A.
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 following1.
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 producea.
indicated results.
Substitution request is fully documented and properly submitted.b.
Requested substitution will not adversely affect Contractor's construction schedule.c.
Requested substitution has received necessary approvals of authorities having jurisdiction.d.
Requested substitution is compatible with other portions of the Work.e.
Requested substitution has been coordinated with other portions of the Work.f.
Requested substitution provides specified warranty.g.
If requested substitution involves more than one contractor, requested substitution has beenh.
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 60 daysB.
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 following1.
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 offers Owner a substantial advantage in cost, time, energya.
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.b.
Requested substitution is consistent with the Contract Documents and will producec.
indicated results.
Substitution request is fully documented and properly submitted.d.
Requested substitution will not adversely affect Contractor's construction schedule.e.
Requested substitution has received necessary approvals of authorities having jurisdiction.f.
Requested substitution is compatible with other portions of the Work.g.
Requested substitution has been coordinated with other portions of the Work.h.
Requested substitution provides specified warranty.i.
If requested substitution involves more than one contractor, requested substitution has beenj.
coordinated with other portions of the Work, is uniform and consistent, is compatible with
other products, and is acceptable to all contractors involved.
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EXECUTION (Not Used)PART 3 -
END OF SECTION 012500
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SECTION 012500.13
SUBSTITUTION REQUEST FORM
PROJECT: _______________________________ (After Contract Award)
TO: _________________________________ _________________________________ NO. ____________ DATE: _________________________________
Contractor hereby requests acceptance of the following product or system as a substitution in accordance with provisions of Division 01 Section “Substitution Procedures:”
1. SPECIFIED PRODUCT OR SYSTEM
Substitution request for: _________________________________________________
Specification Section No.: _________________ Article/ Paragraph: _________________
2. REASON FOR SUBSTITUTION REQUEST
SPECIFIED PRODUCT . . . PROPOSED PRODUCT . . .
Is no longer available. Will reduce construction time
Is unable to meet project schedule. Will result in cost savings of
Is unsuitable for the designated application. $ _________________ to Project
Cannot interface with adjacent materials. Is for supplier’s convenience
Is not compatible with adjacent materials. Is for subcontractor’s convenience
Cannot provide the specified warranty. Other:____________________
Cannot be constructed as indicated_______________________________________
Cannot be obtained due to one or more of the following:
Strike Bankruptcy of manufacturer or supplier
Lockout Similar occurrence (explain below)
3. SUPPORTING DATA
Drawings, specifications, product data, performance data, test data, and any other necessary information to facilitate review of the Substitution Request is attached.
Sample is attached. Sample will be sent if requested.
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4. QUALITY COMPARISON
Provide all necessary side-by-side comparative data as required to facilitate review of Substitution Request:
SPECIFIED PRODUCT PROPOSED PRODUCT
Manufacturer: __________________________ ___________________________
Name / Brand: __________________________ ___________________________
Catalog No.: __________________________ ___________________________
Vendor: __________________________ ___________________________
Variations: __________________________ ___________________________
(Add Additional Sheets If Necessary)
Local Distributor or Supplier: ___________________________________________
Maintenance Service Available: Yes No
Spare Parts Source: __________________________________________________
Warranty: Yes No _____ Years
5. PREVIOUS INSTALLATIONS Identification of at least three similar projects on which proposed substitution was used:
PROJECT #1:
Project: _______________________________________________________
Address: _______________________________________________________
_______________________________________________________
Architect: _______________________________________________________
Owner: _______________________________________________________
Contractor: _______________________________________________________
Date Installed: _______________________________________________________
PROJECT #2:
Project: _______________________________________________________
Address: _______________________________________________________
_______________________________________________________
Architect: _______________________________________________________
Owner: _______________________________________________________
Contractor: _______________________________________________________
Date Installed: _______________________________________________________
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PROJECT #3:
Project: _______________________________________________________
Address: _______________________________________________________
_______________________________________________________
Architect: _______________________________________________________
Owner: _______________________________________________________
Contractor: _______________________________________________________
Date Installed: _______________________________________________________
6. EFFECT OF SUBSTITUTION Proposed substitution affects other work or trades: No Yes (if yes, explain)
_______________________________________________________________________ _______________________________________________________________________
Proposed substitution requires dimensional revisions or redesign of architectural, structural, M-E-P, life safety, or
other work:
No Yes (if yes, attach data explaining revisions)
7. STATEMENT OF CONFORMANCE OF REQUEST TO CONTRACT REQUIREMENTS
Contractor and Subcontractor have investigated the proposed substitution and hereby represent that:
A. They have personally investigated the proposed substitution and believe that it is equal to or superior in all respects to specified product, except as stated above;
B. The proposed substitution is in compliance with applicable codes and ordinances;
C. The proposed substitution will provide same warranty as specified for specified product;
D. They will coordinate the incorporation of the proposed substitution into the Work, and will include modifications to the Work as required to fully integrate the substitution;
E. They have included complete cost data and implications of the substitution (attached);
F. They will pay any redesign fees incurred by the Architect or any of the Architect’s consultants, and any special inspection costs incurred by the Owner, caused by the use of this product;
G. They waive all future claims for added cost or time to the Contract related to the substitution, or that become known after substitution is accepted.
H. The Architect’s approval, if granted, will be based upon reliance upon data submitted and the opinion,
knowledge, information, and belief of the Architect at the time decision is rendered and Addendum is issued; and that Architect’s approval therefore is interim in nature and subject to reevaluation and reconsideration as additional data, materials, workmanship, and coordination with other work are observed and reviewed. Contractor:______________________________________________________________
(Name of Contractor) Date: ___________________ By: _______________________________________ Subcontractor:__________________________________________________________
(Name of Subcontractor) Date: ___________________ By: _______________________________________
Note: Unresponsive or incomplete requests will be rejected and returned without review.
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8. ARCHITECT'S REVIEW AND ACTION
Substitution is accepted.
Substitution is accepted, with the following comments:______________________
___________________________________________________________________
___________________________________________________________________
Resubmit Substitution Request:
Provide more information in the following areas: ______________________
_______________________________________________________________
_______________________________________________________________
Provide proposal indicating amount of savings / credit to Owner
Bidding Contractor shall sign Bidder's Statement of Conformance
Bidding Subcontractor shall sign Bidder's Statement of Conformance
Substitution is not accepted:
Substitution Request received too late.
Substitution Request received directly from subcontractor or supplier.
Substitution Request not submitted in accordance with requirements.
Substitution Request Form is not properly executed.
Substitution Request does not indicate what item is being proposed.
Insufficient information submitted to facilitate proper evaluation.
Proposed product does not appear to comply with specified requirements.
Proposed product will require substantial revisions to Contract Documents. By: ___________________________________________ Date:________________________
Architect has relied upon the information provided by the Contractor, and makes no claim as to the accuracy, completeness, or validity of such information. If an accepted substitution is later found to be not in compliance with the Contract Documents, Contractor shall provide the specified product. 9. OWNER’S REVIEW AND ACTION
Substitution is accepted; Architect to prepare Change Order.
Substitution is not accepted.
Owner will pay Architect directly for redesign fees.
Include Architect’s Additional Service fee for implementing the substitution in the Change Order.
By: ____________________________________________
Date:________________________
(Owner’s Representative) END OF FORM
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for handling and processing ContractA.
modifications.
MINOR CHANGES IN THE WORK1.3
Architect will issue supplemental instructions authorizing minor changes in the Work, not involvingA.
adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental
Instructions."
PROPOSAL REQUESTS1.4
Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in theA.
Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description
will include supplemental or revised Drawings and Specifications.
Work Change Proposal Requests issued by Architect are not instructions either to stop work in1.
progress or to execute the proposed change.
Within time specified in Proposal Request or 20 days, when not otherwise specified, after receipt of2.
Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the
Contract Time necessary to execute the change.
Include a list of quantities of products required or eliminated and unit costs, with totala.
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of tradeb.
discounts.
Include costs of labor and supervision directly attributable to the change.c.
Include an updated Contractor's construction schedule that indicates the effect of thed.
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.
Quotation Form: Use CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C,e.
"Proposal Worksheet Detail" or other forms acceptable to Architect.
Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract,B.
Contractor may initiate a claim by submitting a request for a change to Architect.
Include a statement outlining reasons for the change and the effect of the change on the Work.1.
Provide a complete description of the proposed change. Indicate the effect of the proposed change
on the Contract Sum and the Contract Time.
Include a list of quantities of products required or eliminated and unit costs, with total amount of2.
purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.3.
Include costs of labor and supervision directly attributable to the change.4.
Include an updated Contractor's construction schedule that indicates the effect of the change,5.
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 in Section 012500 "Substitution Procedures" if the proposed change6.
requires substitution of one product or system for product or system specified.
Proposal Request Form: Use CSI Form 13.6A, "Change Order Request (Proposal)," with7.
attachments CSI Form 13.6D, "Proposal Worksheet Summary," and Form 13.6C, "Proposal
Worksheet Detail" or other form acceptable to Architect.
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ADMINISTRATIVE CHANGE ORDERS1.5
Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation ofA.
Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.
Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation ofB.
Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work.
CHANGE ORDER PROCEDURES1.6
On Owner's approval of a Work Changes Proposal Request, will issue a Change Order for signatures ofA.
Owner and Contractor on AIA Document G701 or other form acceptable to Architect.
CONSTRUCTION CHANGE DIRECTIVE1.7
Construction Change Directive: Architect may issue a Construction Change Directive on AIA DocumentA.
G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for
subsequent inclusion in a Change Order.
Construction Change Directive contains a complete description of change in the Work. It also1.
designates method to be followed to determine change in the Contract Sum or the Contract Time.
Documentation: Maintain detailed records on a time and material basis of work required by theB.
Construction Change Directive.
After completion of change, submit an itemized account and supporting data necessary to1.
substantiate cost and time adjustments to the Contract.
PRODUCTS (Not Used)PART 2 -
EXECUTION (Not Used)PART 3 -
END OF SECTION 012600
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SECTION 012900 - PAYMENT PROCEDURES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements necessary to prepare and processA.
Applications for Payment.
DEFINITIONS1.3
Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum toA.
various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.
SCHEDULE OF VALUES1.4
Coordination: Coordinate preparation of the schedule of values with preparation of Contractor'sA.
construction schedule.
Coordinate line items in the schedule of values with other required administrative forms and1.
schedules, including the following:
Application for Payment forms with continuation sheets.a.
Submittal schedule.b.
Items required to be indicated as separate activities in Contractor's construction schedule.c.
Submit the schedule of values to Architect at earliest possible date, but no later than seven days2.
before the date scheduled for submittal of initial Applications for Payment.
Format and Content: Use Project Manual table of contents as a guide to establish line items for theB.
schedule of values. Provide at least one line item for each Specification Section.
Identification: Include the following Project identification on the schedule of values:1.
Project name and location.a.
Name of Architect.b.
Architect's project number.c.
Contractor's name and address.d.
Date of submittal.e.
Arrange schedule of values consistent with format of AIA Document G703.2.
Arrange the schedule of values in tabular form with separate columns to indicate the following for3.
each item listed:
Related Specification Section or Division.a.
Description of the Work.b.
Name of subcontractor.c.
Name of manufacturer or fabricator.d.
Name of supplier.e.
Change Orders (numbers) that affect value.f.
Dollar value of the following, as a percentage of the Contract Sum to nearest one-hundredthg.
percent, adjusted to total 100 percent.
Labor.1)
Materials.2)
Equipment.3)
Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of4.
Applications for Payment and progress reports. Coordinate with Project Manual table of contents.
Provide multiple line items for principal subcontract amounts in excess of five percent of the
Contract Sum.
Include separate line items under Contractor and principal subcontracts for Project closeouta.
requirements in an amount totaling five percent of the Contract Sum and subcontract
amount.
Round amounts to nearest whole dollar; total shall equal the Contract Sum.5.
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Provide a separate line item in the schedule of values for each part of the Work where Applications6.
for Payment may include materials or equipment purchased or fabricated and stored, but not yet
installed.
Differentiate between items stored on-site and items stored off-site. If required, includea.
evidence of insurance.
Provide separate line items in the schedule of values for initial cost of materials, for each7.
subsequent stage of completion, and for total installed value of that part of the Work.
Each item in the schedule of values and Applications for Payment shall be complete. Include total8.
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 actuala.
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 for9.
Payment when Change Orders or Construction Change Directives result in a change in the
Contract Sum.
APPLICATIONS FOR PAYMENT1.5
Each Application for Payment following the initial Application for Payment shall be consistent with previousA.
applications and payments as certified by Architect and Construction Manager and paid for by Owner.
Initial Application for Payment, Application for Payment at time of Substantial Completion, and final1.
Application for Payment involve additional requirements.
Payment Application Times: The date for each progress payment is indicated in the Agreement betweenB.
Owner and Contractor. The period of construction work covered by each Application for Payment is the
period indicated in the Agreement.
Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form forC.
Applications for Payment.
Application Preparation: Complete every entry on form. Notarize and execute by a person authorized toD.
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. Use1.
updated schedules if revisions were made.
Include amounts for work completed following previous Application for Payment, whether or not2.
payment has been received. Include only amounts for work completed at time of Application for
Payment.
Include amounts of Change Orders and Construction Change Directives issued before last day of3.
construction period covered by application.
Indicate separate amounts for work being carried out under Owner-requested project acceleration.4.
Stored Materials: Include in Application for Payment amounts applied for materials or equipmentE.
purchased or fabricated and stored, but not yet installed. Differentiate between items stored on-site and
items stored off-site.
Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to1.
payment, for stored materials.
Provide supporting documentation that verifies amount requested, such as paid invoices. Match2.
amount requested with amounts indicated on documentation; do not include overhead and profit on
stored materials.
Provide summary documentation for stored materials indicating the following:3.
Value of materials previously stored and remaining stored as of date of previousa.
Applications for Payment.
Value of previously stored materials put in place after date of previous Application forb.
Payment and on or before date of current Application for Payment.
Value of materials stored since date of previous Application for Payment and remainingc.
stored as of date of current Application for Payment.
Transmittal: Submit three signed and notarized original copies, or electronic copy of each Application forF.
Payment to 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 appropriate1.
information about application.
Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien fromG.
entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered
by the payment.
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Submit partial waivers on each item for amount requested in previous application, after deduction1.
for retainage, on each item.
When an application shows completion of an item, submit conditional final or full waivers.2.
Owner reserves the right to designate which entities involved in the Work must submit waivers.3.
Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.4.
Initial Application for Payment: Administrative actions and submittals that must precede or coincide withH.
submittal of first Application for Payment include the following:
List of subcontractors.1.
Schedule of values.2.
Contractor's construction schedule (preliminary if not final).3.
Products list (preliminary if not final).4.
Submittal schedule (preliminary if not final).5.
List of Contractor's staff assignments.6.
List of Contractor's principal consultants.7.
Copies of building permits.8.
Copies of authorizations and licenses from authorities having jurisdiction for performance of the9.
Work.
Initial progress report.10.
Report of preconstruction conference.11.
Certificates of insurance and insurance policies.12.
Data needed to acquire Owner's insurance.13.
Application for Payment at Substantial Completion: After Architect issues the Certificate of SubstantialI.
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 statement1.
showing an accounting of changes to the Contract Sum.
This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner2.
occupancy of designated portions of the Work.
Final Payment Application: After completing Project closeout requirements, submit final Application forJ.
Payment with releases and supporting documentation not previously submitted and accepted, including,
but not limited, to the following:
Evidence of completion of Project closeout requirements.1.
Insurance certificates for products and completed operations where required and proof that taxes,2.
fees, and similar obligations were paid.
Updated final statement, accounting for final changes to the Contract Sum.3.
AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims."4.
AIA Document G706A, "Contractor's Affidavit of Release of Liens."5.
AIA Document G707, "Consent of Surety to Final Payment."6.
Evidence that claims have been settled.7.
Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of8.
Substantial Completion or when Owner took possession of and assumed responsibility for
corresponding elements of the Work.
Final liquidated damages settlement statement.9.
PRODUCTS (Not Used)PART 2 -
EXECUTION (Not Used)PART 3 -
END OF SECTION 012900
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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative provisions for coordinating construction operations on Project including,A.
but not limited to, the following:
General coordination procedures.1.
Coordination drawings.2.
Requests for Information (RFIs).3.
Project Web site.4.
Project meetings.5.
DEFINITIONS1.3
RFI: Request from Owner, Architect, or Contractor seeking information required by or clarifications of theA.
Contract Documents.
INFORMATIONAL SUBMITTALS1.4
Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion ofA.
the Work, including those who are to furnish products or equipment fabricated to a special design. Include
the following information in tabular form:
Name, address, and telephone number of entity performing subcontract or supplying products.1.
Number and title of related Specification Section(s) covered by subcontract.2.
Drawing number and detail references, as appropriate, covered by subcontract.3.
Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnelB.
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,
office, and cellular telephone numbers and e-mail addresses. Provide names, addresses, and telephone
numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
Post copies of list in project meeting room, in temporary field office, on Project Web site, and by1.
each temporary telephone. Keep list current at all times.
GENERAL COORDINATION PROCEDURES1.5
Coordination: Coordinate construction operations included in different Sections of the Specifications toA.
ensure efficient and orderly installation of each part of the Work. Coordinate construction operations,
included in different Sections, that depend on each other for proper installation, connection, and operation.
Schedule construction operations in sequence required to obtain the best results where installation1.
of one part of the Work depends on installation of other components, before or after its own
installation.
Coordinate installation of different components to ensure maximum performance and accessibility2.
for required maintenance, service, and repair.
Make adequate provisions to accommodate items scheduled for later installation.3.
Prepare memoranda for distribution to each party involved, outlining special procedures required forB.
coordination. Include such items as required notices, reports, and list of attendees at meetings.
Conservation: Coordinate construction activities to ensure that operations are carried out withC.
consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities
to minimize waste.
Salvage materials and equipment involved in performance of, but not actually incorporated into, the1.
Work. See other Sections for disposition of salvaged materials that are designated as Owner's
property.
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COORDINATION DRAWINGS1.6
Coordination Drawings, General: Prepare coordination drawings according to requirements in individualA.
Sections, and additionally where installation is not completely shown on Shop Drawings, where limited
space availability necessitates coordination, or if coordination is required to facilitate integration of
products and materials fabricated or installed by more than one entity.
Content: Project-specific information, drawn accurately to a scale large enough to indicate and1.
resolve conflicts. Do not base coordination drawings on standard printed data. Include the
following information, as applicable:
Use applicable Drawings as a basis for preparation of coordination drawings. Preparea.
sections, elevations, and details as needed to describe relationship of various systems and
components.
Indicate functional and spatial relationships of components of architectural, structural, civil,b.
mechanical, and electrical systems.
Indicate space requirements for routine maintenance and for anticipated replacement ofc.
components during the life of the installation.
Show location and size of access doors required for access to concealed dampers, valves,d.
and other controls.
Indicate required installation sequences.e.
Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to bef.
in conflict with submitted equipment and minimum clearance requirements. Provide
alternate sketches to Architect indicating proposed resolution of such conflicts. Minor
dimension changes and difficult installations will not be considered changes to the Contract.
Coordination Drawing Organization: Organize coordination drawings as follows:B.
Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of1.
embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor
closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.
Review: Architect will review coordination drawings to confirm that the Work is being coordinated,2.
but not for the details of the coordination, which are Contractor's responsibility. If Architect
determines that coordination drawings are not being prepared in sufficient scope or detail, or are
otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and
resubmit.
Coordination Digital Data Files: Prepare coordination digital data files according to the followingC.
requirements:
File Preparation Format: Compatible digital data software program, version, and operating system1.
as original Drawings.
File Submittal Format: Submit or post coordination drawing files using format same as file2.
preparation format.
Architect will furnish Contractor one set of digital data files of Drawings for use in preparing3.
coordination digital data files.
Architect makes no representations as to the accuracy or completeness of digital data filesa.
as they relate to Drawings.
Contractor shall execute a data licensing agreement in the form of AIA Document C106 orb.
other form of Agreement acceptable to Owner and Architect.
REQUESTS FOR INFORMATION (RFIs)1.7
General: Immediately on discovery of the need for additional information or interpretation of the ContractA.
Documents, Contractor shall prepare and submit an RFI in the form specified.
Architect will return RFIs submitted to Architect by other entities controlled by Contractor with no1.
response.
Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work2.
of subcontractors.
Content of the RFI: Include a detailed, legible description of item needing information or interpretation andB.
the following:
Project name.1.
Project number.2.
Date.3.
Name of Contractor.4.
Name of Architect.5.
RFI number, numbered sequentially.6.
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RFI subject.7.
Specification Section number and title and related paragraphs, as appropriate.8.
Drawing number and detail references, as appropriate.9.
Field dimensions and conditions, as appropriate.10.
Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time11.
or the Contract Sum, Contractor shall state impact in the RFI.
Contractor's signature.12.
Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop13.
Drawings, coordination drawings, and other information necessary to fully describe items needing
interpretation.
Include dimensions, thicknesses, structural grid references, and details of affecteda.
materials, assemblies, and attachments on attached sketches.
RFI Forms: Software-generated form with substantially the same content as indicated above, acceptableC.
to Architect.
Attachments shall be electronic files in Adobe Acrobat PDF format.1.
Architect's Action: Architect will review each RFI, determine action required, and respond. Allow sevenD.
working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be
considered as received the following working day.
The following Contractor-generated RFIs will be returned without action:1.
Requests for approval of submittals.a.
Requests for approval of substitutions.b.
Requests for approval of Contractor's means and methods.c.
Requests for coordination information already indicated in the Contract Documents.d.
Requests for adjustments in the Contract Time or the Contract Sum.e.
Requests for interpretation of Architect's actions on submittals.f.
Incomplete RFIs or inaccurately prepared RFIs.g.
Architect's action may include a request for additional information, in which case Architect's time for2.
response will date from time of receipt of additional information.
Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum3.
may be eligible for Contractor to submit Change Proposal according to Section 012600 "Contract
Modification Procedures."
If Contractor believes the RFI response warrants change in the Contract Time or thea.
Contract Sum, notify Architect in writing within 10 days of receipt of the RFI response.
RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit logE.
weekly. Software log with not less than the following:
Project name.1.
Name and address of Contractor.2.
Name and address of Architect.3.
RFI number including RFIs that were returned without action or withdrawn.4.
RFI description.5.
Date the RFI was submitted.6.
Date Architect's response was received.7.
On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affectedF.
parties. Review response and notify Architect within seven days if Contractor disagrees with response.
Identification of related Minor Change in the Work, Construction Change Directive, and Proposal1.
Request, as appropriate.
Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.2.
PROJECT MEETINGS1.8
General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.A.
Attendees: Inform participants and others involved, and individuals whose presence is required, of1.
date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.
Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.2.
Minutes: Entity responsible for conducting meeting will record significant discussions and3.
agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner,
Construction Manager, and Architect, within three days of the meeting.
Preconstruction Conference: Architect will schedule and conduct a preconstruction conference beforeB.
starting construction, at a time convenient to Owner and Architect, but no later than 15 days after
execution of the Agreement.
Conduct the conference to review responsibilities and personnel assignments.1.
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Attendees: Authorized representatives of Owner Architect, and their consultants; Contractor and its2.
superintendent; major subcontractors; suppliers; and other concerned parties shall attend the
conference. Participants at the conference shall be familiar with Project and authorized to conclude
matters relating to the Work.
Agenda: Discuss items of significance that could affect progress, including the following:3.
Tentative construction schedule.a.
Critical work sequencing and long-lead items.b.
Designation of key personnel and their duties.c.
Lines of communications.d.
Procedures for processing field decisions and Change Orders.e.
Procedures for RFIs.f.
Procedures for testing and inspecting.g.
Procedures for processing Applications for Payment.h.
Distribution of the Contract Documents.i.
Submittal procedures.j.
Preparation of record documents.k.
Use of the premises.l.
Work restrictions.m.
Working hours.n.
Owner's occupancy requirements.o.
Responsibility for temporary facilities and controls.p.
Procedures for moisture and mold control.q.
Procedures for disruptions and shutdowns.r.
Parking availability.s.
Equipment deliveries and priorities.t.
First aid.u.
Security.v.
Progress cleaning.w.
Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.4.
Preinstallation Conferences: Conduct a preinstallation conference at Project site before each constructionC.
activity that requires coordination with other construction.
Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by1.
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 activity2.
under consideration, including requirements for the following:
Contract Documents.a.
Options.b.
Related RFIs.c.
Related Change Orders.d.
Purchases.e.
Deliveries.f.
Submittals.g.
Review of mockups.h.
Possible conflicts.i.
Compatibility requirements.j.
Time schedules.k.
Weather limitations.l.
Manufacturer's written instructions.m.
Warranty requirements.n.
Compatibility of materials.o.
Acceptability of substrates.p.
Temporary facilities and controls.q.
Space and access limitations.r.
Regulations of authorities having jurisdiction.s.
Testing and inspecting requirements.t.
Installation procedures.u.
Coordination with other work.v.
Required performance results.w.
Protection of adjacent work.x.
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Protection of construction and personnel.y.
Record significant conference discussions, agreements, and disagreements, including required3.
corrective measures and actions.
Reporting: Distribute minutes of the meeting to each party present and to other parties requiring4.
information.
Do not proceed with installation if the conference cannot be successfully concluded. Initiate5.
whatever actions are necessary to resolve impediments to performance of the Work and reconvene
the conference at earliest feasible date.
Project Closeout Conference: Schedule and conduct a project closeout conference, at a time convenientD.
to Owner and Architect, but no later than 90 days prior to the scheduled date of Substantial Completion.
Conduct the conference to review requirements and responsibilities related to Project closeout.1.
Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and2.
its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the
meeting. Participants at the meeting shall be familiar with Project and authorized to conclude
matters relating to the Work.
Agenda: Discuss items of significance that could affect or delay Project closeout, including the3.
following:
Preparation of record documents.a.
Procedures required prior to inspection for Substantial Completion and for final inspectionb.
for acceptance.
Submittal of written warranties.c.
Requirements for preparing operations and maintenance data.d.
Requirements for delivery of material samples, attic stock, and spare parts.e.
Requirements for demonstration and training.f.
Preparation of Contractor's punch list.g.
Procedures for processing Applications for Payment at Substantial Completion and for finalh.
payment.
Submittal procedures.i.
Responsibility for removing temporary facilities and controls.j.
Minutes: Entity conducting meeting will record and distribute meeting minutes.4.
Progress Meetings: Conduct progress meetings weekly, unless Owner deems otherwise.E.
Coordinate dates of meetings with preparation of payment requests.1.
Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor,2.
supplier, and other entity concerned with current progress or involved in planning, coordination, or
performance of future activities shall be represented at these meetings. All participants at the
meeting 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 other3.
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. Determinea.
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 schedule for next period.1)
Review present and future needs of each entity present, including the following:b.
Interface requirements.1)
Sequence of operations.2)
Status of submittals.3)
Deliveries.4)
Off-site fabrication.5)
Access.6)
Site utilization.7)
Temporary facilities and controls.8)
Progress cleaning.9)
Quality and work standards.10)
Status of correction of deficient items.11)
Field observations.12)
Status of RFIs.13)
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Status of proposal requests.14)
Pending changes.15)
Status of Change Orders.16)
Pending claims and disputes.17)
Documentation of information for payment requests.18)
Minutes: Entity responsible for conducting the meeting will record and distribute the meeting4.
minutes to each party present and to parties requiring information.
Schedule Updating: Revise Contractor's construction schedule after each progress meetinga.
where revisions to the schedule have been made or recognized. Issue revised schedule
concurrently with the report of each meeting.
PRODUCTS (Not Used)PART 2 -
EXECUTION (Not Used)PART 3 -
END OF SECTION 013100
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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for documenting the progress of constructionA.
during performance of the Work, including the following:
Contractor's construction schedule.1.
Daily construction reports.2.
Material location reports.3.
Site condition reports.4.
Special reports.5.
DEFINITIONS1.3
Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, andA.
controlling the construction project. Activities included in a construction schedule consume time and
resources.
Critical Activity: An activity on the critical path that must start and finish on the planned early start1.
and finish times.
Predecessor Activity: An activity that precedes another activity in the network.2.
Successor Activity: An activity that follows another activity in the network.3.
CPM: Critical path method, which is a method of planning and scheduling a construction project whereB.
activities are arranged based on activity relationships. Network calculations determine when activities can
be performed and the critical path of Project.
Critical Path: The longest connected chain of interdependent activities through the network schedule thatC.
establishes the minimum overall Project duration and contains no float.
Event: The starting or ending point of an activity.D.
Float: The measure of leeway in starting and completing an activity.E.
Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly1.
owned, expiring Project resource available to both parties as needed to meet schedule milestones
and Contract completion date.
Free float is the amount of time an activity can be delayed without adversely affecting the early start2.
of the successor activity.
Total float is the measure of leeway in starting or completing an activity without adversely affecting3.
the planned Project completion date.
INFORMATIONAL SUBMITTALS1.4
Format for Submittals: Submit required submittals in the following format:A.
Working electronic copy of schedule file, where indicated.1.
PDF electronic file.2.
Construction Schedule Updating Reports: Submit with Applications for Payment.B.
Daily Construction Reports: Submit at weekly intervals.C.
Material Location Reports: Submit at monthly intervals.D.
Site Condition Reports: Submit at time of discovery of differing conditions.E.
Special Reports: Submit at time of unusual event.F.
Qualification Data: For scheduling consultant.G.
QUALITY ASSURANCE1.5
Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, withA.
capability of producing CPM reports and diagrams within 24 hours of Architect's request.
Prescheduling Conference: Conduct conference at Project site to comply with requirements in SectionB.
013100 "Project Management and Coordination." Review methods and procedures related to the
preliminary construction schedule and Contractor's construction schedule, including, but not limited to, the
following:
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Review software limitations and content and format for reports.1.
Verify availability of qualified personnel needed to develop and update schedule.2.
Discuss constraints, including phasing work stages.3.
Review delivery dates for Owner-furnished products.4.
Review schedule for work of Owner's separate contracts.5.
Review submittal requirements and procedures.6.
Review time required for review of submittals and resubmittals.7.
Review requirements for tests and inspections by independent testing and inspecting agencies.8.
Review time required for Project closeout and Owner startup procedures.9.
Review and finalize list of construction activities to be included in schedule.10.
Review procedures for updating schedule.11.
COORDINATION1.6
Coordinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittalA.
schedule, progress reports, payment requests, and other required schedules and reports.
Secure time commitments for performing critical elements of the Work from entities involved.1.
Coordinate each construction activity in the network with other activities and schedule them in2.
proper sequence.
PRODUCTSPART 2 -
CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL2.1
Time Frame: Extend schedule from date established for commencement of the Work to date of finalA.
completion.
Contract completion date shall not be changed by submission of a schedule that shows an early1.
completion date, unless specifically authorized by Change Order.
Activities: Treat each story or separate area as a separate numbered activity for each main element of theB.
Work. Comply with the following:
Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed1.
by Architect.
Procurement Activities: Include procurement process activities for the following long lead items and2.
major items, requiring a cycle of more than 60 days, as separate activities in schedule.
Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing,
fabrication, and delivery.
Submittal Review Time: Include review and resubmittal times indicated in Section 0133003.
"Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's construction
schedule with submittal schedule.
Startup and Testing Time: Include no fewer than 15 days for startup and testing.4.
Substantial Completion: Indicate completion in advance of date established for Substantial5.
Completion, and allow time for Architect's and Construction Manager's administrative procedures
necessary for certification of Substantial Completion.
Punch List and Final Completion: Include not more than 30 days for completion of punch list items6.
and final completion.
Constraints: Include constraints and work restrictions indicated in the Contract Documents and as followsC.
in schedule, and show how the sequence of the Work is affected.
Phasing: Arrange list of activities on schedule by phase.1.
Work by Owner: Include a separate activity for each portion of the Work performed by Owner.2.
Owner-Furnished Products: Include a separate activity for each product. Include delivery date3.
indicated in Section 011000 "Summary." Delivery dates indicated stipulate the earliest possible
delivery date.
Work Stages: Indicate important stages of construction for each major portion of the Work,4.
including, but not limited to, the following:
Subcontract awards.a.
Submittals.b.
Purchases.c.
Mockups.d.
Fabrication.e.
Sample testing.f.
Deliveries.g.
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Installation.h.
Tests and inspections.i.
Adjusting.j.
Curing.k.
Building flush-out.l.
Startup and placement into final use and operation.m.
Construction Areas: Identify each major area of construction for each major portion of the Work.5.
Indicate where each construction activity within a major area must be sequenced or integrated with
other construction activities to provide for the following:
Structural completion.a.
Temporary enclosure and space conditioning.b.
Permanent space enclosure.c.
Completion of mechanical installation.d.
Completion of electrical installation.e.
Substantial Completion.f.
Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limitedD.
to, the Notice to Proceed, Substantial Completion, and final completion, and the following interim
milestones:
Temporary enclosure and space conditioning.1.
Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs. On theE.
line, show planned and actual dollar volume of the Work performed as of planned and actual dates used
for preparation of payment requests.
See Section 012900 "Payment Procedures" for cost reporting and payment procedures.1.
Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commenceF.
prior to submittal of next schedule update. Summarize the following issues:
Unresolved issues.1.
Unanswered Requests for Information.2.
Rejected or unreturned submittals.3.
Notations on returned submittals.4.
Pending modifications affecting the Work and Contract Time.5.
Recovery Schedule: When periodic update indicates the Work is 14 or more calendar days behind theG.
current approved schedule, submit a separate recovery schedule indicating means by which Contractor
intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew
sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished.
Computer Scheduling Software: Prepare schedules using current version of a program that has beenH.
developed specifically to manage construction schedules.
CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE)2.2
General: Prepare network diagrams using AON (activity-on-node) format.A.
Startup Network Diagram: Submit diagram within 14 days of date established for commencement of theB.
Work. Outline significant construction activities for the first 90 days of construction. Include skeleton
diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
CPM Schedule: Prepare Contractor's construction schedule using a cost- and resource-loaded,C.
time-scaled CPM network analysis diagram for the Work.
Develop network diagram in sufficient time to submit CPM schedule so it can be accepted for use1.
no later than 60 days after date established for commencement of the Work.
Failure to include any work item required for performance of this Contract shall not excusea.
Contractor from completing all work within applicable completion dates, regardless of
Architect's approval of the schedule.
Conduct educational workshops to train and inform key Project personnel, including subcontractors'2.
personnel, in proper methods of providing data and using CPM schedule information.
Establish procedures for monitoring and updating CPM schedule and for reporting progress.3.
Coordinate procedures with progress meeting and payment request dates.
Use "one workday" as the unit of time for individual activities. Indicate nonworking days and4.
holidays incorporated into the schedule in order to coordinate with the Contract Time.
CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using theD.
startup network diagram, prepare a skeleton network to identify probable critical paths.
Activities: Indicate the estimated time duration, sequence requirements, and relationship of each1.
activity in relation to other activities. Include estimated time frames for the following activities:
Preparation and processing of submittals.a.
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Mobilization and demobilization.b.
Purchase of materials.c.
Delivery.d.
Fabrication.e.
Utility interruptions.f.
Installation.g.
Work by Owner that may affect or be affected by Contractor's activities.h.
Testing.i.
Punch list and final completion.j.
Activities occurring following final completion.k.
Critical Path Activities: Identify critical path activities, including those for interim completion dates.2.
Scheduled start and completion dates shall be consistent with Contract milestone dates.
Processing: Process data to produce output data on a computer-drawn, time-scaled network.3.
Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the
CPM schedule within the limitations of the Contract Time.
Format: Mark the critical path. Locate the critical path near center of network; locate paths with4.
most float near the edges.
Subnetworks on separate sheets are permissible for activities clearly off the critical path.a.
Cost- and Resource-Loading of CPM Schedule: Assign cost to construction activities on the CPM5.
schedule. Do not assign costs to submittal activities. Obtain Architect's approval prior to assigning
costs to fabrication and delivery activities. Assign costs under main subcontracts for testing and
commissioning activities, operation and maintenance manuals, punch list activities, Project record
documents, and demonstration and training (if applicable), in the amount of 5 percent of the
Contract Sum.
Each activity cost shall reflect an appropriate value subject to approval by Architect.a.
Total cost assigned to activities shall equal the total Contract Sum.b.
Contract Modifications: For each proposed contract modification and concurrent with its submission,E.
prepare a time-impact analysis using a network fragment to demonstrate the effect of the proposed
change on the overall project schedule.
Initial Issue of Schedule: Prepare initial network diagram from a sorted activity list indicating straight "earlyF.
start-total float." Identify critical activities. Prepare tabulated reports showing the following:
Contractor or subcontractor and the Work or activity.1.
Description of activity.2.
Main events of activity.3.
Immediate preceding and succeeding activities.4.
Early and late start dates.5.
Early and late finish dates.6.
Activity duration in workdays.7.
Total float or slack time.8.
Average size of workforce.9.
Dollar value of activity (coordinated with the schedule of values).10.
Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing theG.
following:
Identification of activities that have changed.1.
Changes in early and late start dates.2.
Changes in early and late finish dates.3.
Changes in activity durations in workdays.4.
Changes in the critical path.5.
Changes in total float or slack time.6.
Changes in the Contract Time.7.
Value Summaries: Prepare two cumulative value lists, sorted by finish dates.H.
In first list, tabulate activity number, early finish date, dollar value, and cumulative dollar value.1.
In second list, tabulate activity number, late finish date, dollar value, and cumulative dollar value.2.
In subsequent issues of both lists, substitute actual finish dates for activities completed as of list3.
date.
Prepare list for ease of comparison with payment requests; coordinate timing with progress4.
meetings.
In both value summary lists, tabulate "actual percent complete" and "cumulative valuea.
completed" with total at bottom.
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REPORTS2.3
Daily Construction Reports: Prepare a daily construction report recording the following informationA.
concerning events at Project site:
List of subcontractors at Project site.1.
Approximate count of personnel at Project site.2.
Equipment at Project site.3.
Material deliveries.4.
High and low temperatures and general weather conditions, including presence of rain or snow.5.
Accidents.6.
Meetings and significant decisions.7.
Unusual events (see special reports).8.
Stoppages, delays, shortages, and losses.9.
Meter readings and similar recordings.10.
Emergency procedures.11.
Orders and requests of authorities having jurisdiction.12.
Change Orders received and implemented.13.
Construction Change Directives received and implemented.14.
Services connected and disconnected.15.
Equipment or system tests and startups.16.
Substantial Completions authorized.17.
Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materialsB.
delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus
items recently delivered. Include with list a statement of progress on and delivery dates for materials or
items of equipment fabricated or stored away from Project site. Indicate the following categories for stored
materials:
Material stored prior to previous report and remaining in storage.1.
Material stored prior to previous report and since removed from storage and installed.2.
Material stored following previous report and remaining in storage.3.
Site Condition Reports: Immediately on discovery of a difference between site conditions and the ContractC.
Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a
detailed description of the differing conditions, together with recommendations for changing the Contract
Documents.
SPECIAL REPORTS2.4
General: Submit special reports directly to Owner within one day(s) of an occurrence. Distribute copies ofA.
report to parties affected by the occurrence.
Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site,B.
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.
EXECUTIONPART 3 -
CONTRACTOR'S CONSTRUCTION SCHEDULE3.1
Scheduling Consultant: Engage a consultant to provide planning, evaluation, and reporting using CPMA.
scheduling.
In-House Option: Owner may waive the requirement to retain a consultant if Contractor employs1.
skilled personnel with experience in CPM scheduling and reporting techniques. Submit
qualifications.
Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged2.
delays, and time impact.
Distribution: Distribute copies of approved schedule to Architect Owner, separate contractors, testing andB.
inspecting agencies, and other parties identified by Contractor with a need-to-know schedule
responsibility.
Post copies in Project meeting rooms and temporary field offices.1.
When revisions are made, distribute updated schedules to the same parties and post in the same2.
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.
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END OF SECTION 013200
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SECTION 013300 - SUBMITTAL PROCEDURES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes requirements for the submittal schedule and administrative and procedural requirementsA.
for submitting Shop Drawings, Product Data, Samples, and other submittals.
DEFINITIONS1.3
Action Submittals: Written and graphic information and physical samples that require Architect'sA.
responsive action. Action submittals are those submittals indicated in individual Specification Sections as
"action submittals."
Informational Submittals: Written and graphic information and physical samples that do not requireB.
Architect's responsive action. Submittals may be rejected for not complying with requirements.
Informational submittals are those submittals indicated in individual Specification Sections as
"informational submittals."
File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from anotherC.
computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a
portion of a network located outside of network firewalls within which internal and external users are able
to access files.
Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used forD.
representing documents in a device-independent and display resolution-independent fixed-layout
document format.
ACTION SUBMITTALS1.4
Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates requiredA.
by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and
delivery when establishing dates. Include additional time required for making corrections or revisions to
submittals noted by Architect and additional time for handling and reviewing submittals required by those
corrections.
Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's1.
construction schedule.
Initial Submittal: Submit concurrently with startup construction schedule. Include submittals2.
required during the first 60 days of construction. List those submittals required to maintain orderly
progress of the Work and those required early because of long lead time for manufacture or
fabrication.
Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction3.
schedule.
Submit revised submittal schedule to reflect changes in current status and timing fora.
submittals.
Format: Arrange the following information in a tabular format:4.
Scheduled date for first submittal.a.
Specification Section number and title.b.
Submittal category: Action; informational.c.
Name of subcontractor.d.
Description of the Work covered.e.
Scheduled date for Architect's final release or approval.f.
Scheduled date of fabrication.g.
Scheduled dates for purchasing.h.
Scheduled dates for installation.i.
Activity or event number.j.
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SUBMITTAL ADMINISTRATIVE REQUIREMENTS1.5
Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will be provided byA.
Architect for Contractor's use in preparing submittals.
Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use1.
in preparing Shop Drawings and Project record drawings.
Architect makes no representations as to the accuracy or completeness of digital dataa.
drawing files as they relate to the Contract Drawings.
Digital Drawing Software Program: The Contract Drawings are available in softwareb.
program noted in Section 011000 "Summary."
Contractor shall execute a data licensing agreement in the form of Agreement acceptablec.
to Owner and Architect.
Coordination: Coordinate preparation and processing of submittals with performance of constructionB.
activities.
Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and1.
related activities that require sequential activity.
Submit all submittal items required for each Specification Section concurrently unless partial2.
submittals for portions of the Work are indicated on approved submittal schedule.
Submit action submittals and informational submittals required by the same Specification Section3.
as separate packages under separate transmittals.
Coordinate transmittal of different types of submittals for related parts of the Work so processing4.
will not be delayed because of need to review submittals concurrently for coordination.
Architect reserves the right to withhold action on a submittal requiring coordination witha.
other submittals until related submittals are received.
Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time forC.
review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be
authorized because of failure to transmit submittals enough in advance of the Work to permit processing,
including resubmittals.
Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if1.
coordination with subsequent submittals is required. Architect will advise Contractor when a
submittal being processed must be delayed for coordination.
Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial2.
submittal.
Resubmittal Review: Allow 15 days for review of each resubmittal.3.
Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or4.
other parties is indicated, allow 21 days for initial review of each submittal.
Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be5.
transmitted simultaneously to Architect and to Architect's consultants, allow 15 days for review of
each submittal. Submittal will be returned to Construction Manager, through Architect, before being
returned to Contractor.
Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:D.
Assemble complete submittal package into a single indexed file incorporating submittal1.
requirements of a single Specification Section and transmittal form with links enabling navigation to
each item.
Name file with submittal number or other unique identifier, including revision identifier.2.
File name shall use project identifier and Specification Section number followed by aa.
decimal point and then a sequential number (e.g., LNHS-061000.01). Resubmittals shall
include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A).
Provide means for insertion to permanently record Contractor's review and approval markings and3.
action taken by Architect.
Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing4.
the following information:
Project name.a.
Date.b.
Name and address of Architect.c.
Name of Construction Manager.d.
Name of Contractor.e.
Name of firm or entity that prepared submittal.f.
Names of subcontractor, manufacturer, and supplier.g.
Category and type of submittal.h.
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Submittal purpose and description.i.
Specification Section number and title.j.
Specification paragraph number or drawing designation and generic name for each ofk.
multiple items.
Drawing number and detail references, as appropriate.l.
Location(s) where product is to be installed, as appropriate.m.
Related physical samples submitted directly.n.
Indication of full or partial submittal.o.
Transmittal number.p.
Submittal and transmittal distribution record.q.
Other necessary identification.r.
Remarks.s.
Metadata: Include the following information as keywords in the electronic submittal file metadata:5.
Project name.a.
Number and title of appropriate Specification Section.b.
Manufacturer name.c.
Product name.d.
Options: Identify options requiring selection by Architect.E.
Deviations and Additional Information: On an attached separate sheet, prepared on Contractor'sF.
letterhead, record relevant information, requests for data, revisions other than those requested by Architect
on previous submittals, and deviations from requirements in the Contract Documents, including minor
variations and limitations. Include same identification information as related submittal.
Resubmittals: Make resubmittals in same form and number of copies as initial submittal.G.
Note date and content of previous submittal.1.
Note date and content of revision in label or title block and clearly indicate extent of revision.2.
Resubmit submittals until they are marked with approval notation from Architect's action stamp.3.
Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators,H.
installers, authorities having jurisdiction, and others as necessary for performance of construction
activities. Show distribution on transmittal forms.
Use for Construction: Retain complete copies of submittals on Project site. Use only final actionI.
submittals that are marked with approval notation from Architect's and Construction Manager's action
stamp.
PRODUCTSPART 2 -
SUBMITTAL PROCEDURES2.1
General Submittal Procedure Requirements: Prepare and submit submittals required by individualA.
Specification Sections. Types of submittals are indicated in individual Specification Sections.
Post electronic submittals as PDF electronic files directly to Architect's Info Exchange Folder1.
specifically established for Project.
Architect will return annotated file. Annotate and retain one copy of file as an electronica.
Project record document file.
Submit electronic submittals via email as PDF electronic files.2.
Architect will return annotated file. Annotate and retain one copy of file as an electronica.
Project record document file.
Certificates and Certifications Submittals: Provide a statement that includes signature of entity3.
responsible for preparing certification. Certificates and certifications shall be signed by an officer or
other individual authorized to sign documents on behalf of that entity.
Provide a digital signature with digital certificate on electronically submitted certificates anda.
certifications where indicated.
Product Data: Collect information into a single submittal for each element of construction and type ofB.
product or equipment.
If information must be specially prepared for submittal because standard published data are not1.
suitable for use, submit as Shop Drawings, not as Product Data.
Mark each copy of each submittal to show which products and options are applicable.2.
Include the following information, as applicable:3.
Manufacturer's catalog cuts.a.
Manufacturer's product specifications.b.
Standard color charts.c.
Statement of compliance with specified referenced standards.d.
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Testing by recognized testing agency.e.
Application of testing agency labels and seals.f.
Notation of coordination requirements.g.
Availability and delivery time information.h.
For equipment, include the following in addition to the above, as applicable:4.
Wiring diagrams showing factory-installed wiring.a.
Printed performance curves.b.
Operational range diagrams.c.
Clearances required to other construction, if not indicated on accompanying Shop Drawings.d.
Submit Product Data before or concurrent with Samples.5.
Submit Product Data in the following format:6.
PDF electronic file.a.
Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base ShopC.
Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on
Architect's digital data drawing files is otherwise permitted.
Preparation: Fully illustrate requirements in the Contract Documents. Include the following1.
information, as applicable:
Identification of products.a.
Schedules.b.
Compliance with specified standards.c.
Notation of coordination requirements.d.
Notation of dimensions established by field measurement.e.
Relationship and attachment to adjoining construction clearly indicated.f.
Seal and signature of professional engineer if specified.g.
Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings2.
on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.
Submit Shop Drawings in the following format:3.
PDF electronic file.a.
Samples: Submit Samples for review of kind, color, pattern, and texture for a check of theseD.
characteristics with other elements and for a comparison of these characteristics between submittal and
actual component as delivered and installed.
Transmit Samples that contain multiple, related components such as accessories together in one1.
submittal package.
Identification: Attach label on unexposed side of Samples that includes the following:2.
Generic description of Sample.a.
Product name and name of manufacturer.b.
Sample source.c.
Number and title of applicable Specification Section.d.
Specification paragraph number and generic name of each item.e.
For projects where electronic submittals are required, provide corresponding electronic submittal of3.
Sample transmittal, digital image file illustrating Sample characteristics, and identification
information for record.
Disposition: Maintain sets of approved Samples at Project site, available for quality-control4.
comparisons throughout the course of construction activity. Sample sets may be used to determine
final acceptance of construction associated with each set.
Samples that may be incorporated into the Work are indicated in individual Specificationa.
Sections. Such Samples must be in an undamaged condition at time of use.
Samples not incorporated into the Work, or otherwise designated as Owner's property, areb.
the property of Contractor.
Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of5.
units showing the full range of colors, textures, and patterns available.
Number of Samples: Submit one full set(s) of available choices where color, pattern,a.
texture, or similar characteristics are required to be selected from manufacturer's product
line. Architect will return submittal with options selected.
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Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same6.
material to be used for the Work, cured and finished in manner specified, and physically identical
with material or product proposed for use, and that show full range of color and texture variations
expected. Samples include, but are not limited to, the following: partial sections of manufactured
or fabricated components; small cuts or containers of materials; complete units of repetitively used
materials; swatches showing color, texture, and pattern; color range sets; and components used for
independent testing and inspection.
Number of Samples: Submit three sets of Samples. Architect will retain two Sample sets;a.
remainder will be returned.[ Mark up and retain one returned Sample set as a project record
sample.]
Submit a single Sample where assembly details, workmanship, fabrication1)
techniques, connections, operation, and other similar characteristics are to be
demonstrated.
If variation in color, pattern, texture, or other characteristic is inherent in material or2)
product represented by a Sample, submit at least three sets of paired units that show
approximate limits of variations.
Product Schedule: As required in individual Specification Sections, prepare a written summary indicatingE.
types of products required for the Work and their intended location. Include the following information in
tabular form:
Type of product. Include unique identifier for each product indicated in the Contract Documents or1.
assigned by Contractor if none is indicated.
Manufacturer and product name, and model number if applicable.2.
Submit product schedule in the following format:3.
PDF electronic file.a.
Coordination Drawing Submittals: Comply with requirements specified in Section 013100 "ProjectF.
Management and Coordination."
Contractor's Construction Schedule: Comply with requirements specified in Section 013200 "ConstructionG.
Progress Documentation."
Application for Payment and Schedule of Values: Comply with requirements specified in Section 012900H.
"Payment Procedures."
Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply withI.
requirements specified in Section 014000 "Quality Requirements."
Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in SectionJ.
017700 "Closeout Procedures."
Maintenance Data: Comply with requirements specified in Section 017823 "Operation and MaintenanceK.
Data."
Qualification Data: Prepare written information that demonstrates capabilities and experience of firm orL.
person. Include lists of completed projects with project names and addresses, contact information of
architects and owners, and other information specified.
Welding Certificates: Prepare written certification that welding procedures and personnel comply withM.
requirements in the Contract Documents. Submit record of Welding Procedure Specification and
Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.
Installer Certificates: Submit written statements on manufacturer's letterhead certifying that InstallerN.
complies with requirements in the Contract Documents and, where required, is authorized by manufacturer
for this specific Project.
Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying thatO.
manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing
experience where required.
Product Certificates: Submit written statements on manufacturer's letterhead certifying that productP.
complies with requirements in the Contract Documents.
Material Certificates: Submit written statements on manufacturer's letterhead certifying that materialQ.
complies with requirements in the Contract Documents.
Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standardR.
form, indicating and interpreting test results of material for compliance with requirements in the Contract
Documents.
Product Test Reports: Submit written reports indicating that current product produced by manufacturerS.
complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by
manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a
qualified testing agency.
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Research Reports: Submit written evidence, from a model code organization acceptable to authoritiesT.
having jurisdiction, that product complies with building code in effect for Project. Include the following
information:
Name of evaluation organization.1.
Date of evaluation.2.
Time period when report is in effect.3.
Product and manufacturers' names.4.
Description of product.5.
Test procedures and results.6.
Limitations of use.7.
Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency'sU.
standard form, indicating and interpreting results of tests performed before installation of product, for
compliance with performance requirements in the Contract Documents.
Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency'sV.
standard form, indicating and interpreting results of compatibility tests performed before installation of
product. Include written recommendations for primers and substrate preparation needed for adhesion.
Field Test Reports: Submit written reports indicating and interpreting results of field tests performed eitherW.
during installation of product or after product is installed in its final location, for compliance with
requirements in the Contract Documents.
Design Data: Prepare and submit written and graphic information, including, but not limited to,X.
performance and design criteria, list of applicable codes and regulations, and calculations. Include list of
assumptions and other performance and design criteria and a summary of loads. Include load diagrams if
applicable. Provide name and version of software, if any, used for calculations. Include page numbers.
DELEGATED-DESIGN SERVICES2.2
Performance and Design Criteria: Where professional design services or certifications by a designA.
professional are specifically required of Contractor by the Contract Documents, provide products and
systems complying with specific performance and design criteria indicated.
If criteria indicated are not sufficient to perform services or certification required, submit a written1.
request for additional information to Architect.
Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other requiredB.
submittals, submit digitally signed PDF electronic file paper copies of certificate, signed and sealed by the
responsible design professional, for each product and system specifically assigned to Contractor to be
designed or certified by a design professional.
Indicate that products and systems comply with performance and design criteria in the Contract1.
Documents. Include list of codes, loads, and other factors used in performing these services.
EXECUTIONPART 3 -
CONTRACTOR'S REVIEW3.1
Action and Informational Submittals: Review each submittal and check for coordination with other Work ofA.
the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.
Mark with approval stamp before submitting to Architect.
Project Closeout and Maintenance Material Submittals: See requirements in Section 017700 "CloseoutB.
Procedures."
Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name andC.
location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's
approval, and statement certifying that submittal has been reviewed, checked, and approved for
compliance with the Contract Documents.
ARCHITECT'S ACTION3.2
Action Submittals: Architect will review each submittal, make marks to indicate corrections or revisionsA.
required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp
appropriately to indicate action.
Informational Submittals: Architect will review each submittal and will not return it, or will return it if it doesB.
not comply with requirements. Architectwill forward each submittal to appropriate party.
Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals hasC.
received prior approval from Architect.
Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned forD.
resubmittal without review.
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Submittals not required by the Contract Documents may be returned by the Architect without action.E.
END OF SECTION 013300
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SECTION 014000 - QUALITY REQUIREMENTS
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for quality assurance and quality control.A.
Testing and inspecting services are required to verify compliance with requirements specified or indicated.B.
These services do not relieve Contractor of responsibility for compliance with the Contract Document
requirements.
Specific quality-assurance and -control requirements for individual construction activities are1.
specified in the Sections that specify those activities. Requirements in those Sections may also
cover production of standard products.
Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance2.
and -control procedures that facilitate compliance with the Contract Document requirements.
Requirements for Contractor to provide quality-assurance and -control services required by3.
Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.
Specific test and inspection requirements are not specified in this Section.4.
DEFINITIONS1.3
Quality-Assurance Services: Activities, actions, and procedures performed before and during execution ofA.
the Work to guard against defects and deficiencies and substantiate that proposed construction will comply
with requirements.
Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution ofB.
the Work to evaluate that actual products incorporated into the Work and completed construction comply
with requirements. Services do not include contract enforcement activities performed by Architect.
Mockups: Full-size physical assemblies that are constructed on-site. Mockups are constructed to verifyC.
selections made under Sample submittals; to demonstrate aesthetic effects and, where indicated, qualities
of materials and execution; to review coordination, testing, or operation; to show interface between
dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mockups are
not Samples. Unless otherwise indicated, approved mockups establish the standard by which the Work
will be judged.
Preconstruction Testing: Tests and inspections performed specifically for Project before products andD.
materials are incorporated into the Work, to verify performance or compliance with specified criteria.
Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agencyE.
qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product
performance and compliance with specified requirements.
Source Quality-Control Testing: Tests and inspections that are performed at the source, e.g., plant, mill,F.
factory, or shop.
Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the WorkG.
and for completed Work.
Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shallH.
mean the same as testing agency.
Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee,I.
Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation,
erection, application, and similar operations.
Use of trade-specific terminology in referring to a trade or entity does not require that certain1.
construction activities be performed by accredited or unionized individuals, or that requirements
specified apply exclusively to specific trade(s).
Experienced: When used with an entity or individual, "experienced" means having successfully completedJ.
a minimum of five previous projects similar in nature, size, and extent to this Project; being familiar with
special requirements indicated; and having complied with requirements of authorities having jurisdiction.
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CONFLICTING REQUIREMENTS1.4
Referenced Standards: If compliance with two or more standards is specified and the standards establishA.
different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent
requirement. Refer conflicting requirements that are different, but apparently equal, to Architect for a
decision before proceeding.
Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimumB.
provided or performed. The actual installation may comply exactly with the minimum quantity or quality
specified, or it may exceed the minimum within reasonable limits. To comply with these requirements,
indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer
uncertainties to Architect for a decision before proceeding.
ACTION SUBMITTALS1.5
Shop Drawings: For mockups, provide plans, sections, and elevations, indicating materials and size ofA.
mockup construction.
Indicate manufacturer and model number of individual components.1.
Provide axonometric drawings for conditions difficult to illustrate in two dimensions.2.
INFORMATIONAL SUBMITTALS1.6
Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities.A.
Qualification Data : For Contractor's quality-control personnel.B.
Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy ofC.
written statement of responsibility sent to authorities having jurisdiction before starting work on the
following systems:
Main wind-force-resisting system or a wind-resisting component listed in the wind-force-resisting1.
system quality-assurance plan prepared by Architect.
Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article toD.
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.
Schedule of Tests and Inspections: Prepare in tabular form and include the following:E.
Specification Section number and title.1.
Entity responsible for performing tests and inspections.2.
Description of test and inspection.3.
Identification of applicable standards.4.
Identification of test and inspection methods.5.
Number of tests and inspections required.6.
Time schedule or time span for tests and inspections.7.
Requirements for obtaining samples.8.
Unique characteristics of each quality-control service.9.
CONTRACTOR'S QUALITY-CONTROL PLAN1.7
Quality-Control Plan, General: Submit quality-control plan within 10 days of commencement ofA.
construction, and not less than five days prior to preconstruction conference. Submit in format acceptable
to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to
carry out Contractor's quality-assurance and quality-control responsibilities. Coordinate with Contractor's
construction schedule.
Quality-Control Personnel Qualifications: Engage qualified full-time personnel trained and experienced inB.
managing and executing quality-assurance and quality-control procedures similar in nature and extent to
those required for Project.
Project quality-control manager may also serve as Project superintendent.1.
Submittal Procedure: Describe procedures for ensuring compliance with requirements through review andC.
management of submittal process. Indicate qualifications of personnel responsible for submittal review.
Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work requiringD.
testing or inspection, including the following:
Contractor-performed tests and inspections including subcontractor-performed tests and1.
inspections. Include required tests and inspections and Contractor-elected tests and inspections.
Special inspections required by authorities having jurisdiction and indicated on the "Statement of2.
Special Inspections."
Owner-performed tests and inspections indicated in the Contract Documents.3.
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Continuous Inspection of Workmanship: Describe process for continuous inspection during construction toE.
identify and correct deficiencies in workmanship in addition to testing and inspection specified. Indicate
types of corrective actions to be required to bring work into compliance with standards of workmanship
established by Contract requirements and approved mockups.
Monitoring and Documentation: Maintain testing and inspection reports including log of approved andF.
rejected results. Include work Architect has indicated as nonconforming or defective. Indicate corrective
actions taken to bring nonconforming work into compliance with requirements. Comply with requirements
of authorities having jurisdiction.
REPORTS AND DOCUMENTS1.8
Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections.A.
Include the following:
Date of issue.1.
Project title and number.2.
Name, address, and telephone number of testing agency.3.
Dates and locations of samples and tests or inspections.4.
Names of individuals making tests and inspections.5.
Description of the Work and test and inspection method.6.
Identification of product and Specification Section.7.
Complete test or inspection data.8.
Test and inspection results and an interpretation of test results.9.
Record of temperature and weather conditions at time of sample taking and testing and inspecting.10.
Comments or professional opinion on whether tested or inspected Work complies with the Contract11.
Document requirements.
Name and signature of laboratory inspector.12.
Recommendations on retesting and reinspecting.13.
Manufacturer's Technical Representative's Field Reports: Prepare written information documentingB.
manufacturer's technical representative's tests and inspections specified in other Sections. Include the
following:
Name, address, and telephone number of technical representative making report.1.
Statement on condition of substrates and their acceptability for installation of product.2.
Statement that products at Project site comply with requirements.3.
Summary of installation procedures being followed, whether they comply with requirements and, if4.
not, what corrective action was taken.
Results of operational and other tests and a statement of whether observed performance complies5.
with requirements.
Statement whether conditions, products, and installation will affect warranty.6.
Other required items indicated in individual Specification Sections.7.
Factory-Authorized Service Representative's Reports: Prepare written information documentingC.
manufacturer's factory-authorized service representative's tests and inspections specified in other
Sections. Include the following:
Name, address, and telephone number of factory-authorized service representative making report.1.
Statement that equipment complies with requirements.2.
Results of operational and other tests and a statement of whether observed performance complies3.
with requirements.
Statement whether conditions, products, and installation will affect warranty.4.
Other required items indicated in individual Specification Sections.5.
Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications,D.
inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments,
correspondence, records, and similar documents, established for compliance with standards and
regulations bearing on performance of the Work.
QUALITY ASSURANCE1.9
General: Qualifications paragraphs in this article establish the minimum qualification levels required;A.
individual Specification Sections specify additional requirements.
Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to thoseB.
indicated for this Project and with a record of successful in-service performance, as well as sufficient
production capacity to produce required units.
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Fabricator Qualifications: A firm experienced in producing products similar to those indicated for thisC.
Project and with a record of successful in-service performance, as well as sufficient production capacity to
produce required units.
Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similarD.
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.
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice inE.
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 in material, design, and extent to those indicated for this Project.
Specialists: Certain Specification Sections require that specific construction activities shall be performedF.
by entities who are recognized experts in those operations. Specialists shall satisfy qualification
requirements indicated and shall be engaged for the activities indicated.
Requirements of authorities having jurisdiction shall supersede requirements for specialists.1.
Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience andG.
capability to conduct testing and inspecting indicated, as documented according to ASTM E 329; and with
additional qualifications specified in individual Sections; and, where required by authorities having
jurisdiction, that is acceptable to authorities.
NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.1.
NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory2.
Accreditation Program.
Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturerH.
who is trained and approved by manufacturer to observe and inspect installation of manufacturer's
products that are similar in material, design, and extent to those indicated for this Project.
Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturerI.
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.
Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing forJ.
compliance with specified requirements for performance and test methods, comply with the following:
Contractor responsibilities include the following:1.
Provide test specimens representative of proposed products and construction.a.
Submit specimens in a timely manner with sufficient time for testing and analyzing results tob.
prevent delaying the Work.
Provide sizes and configurations of test assemblies, mockups, and laboratory mockups toc.
adequately demonstrate capability of products to comply with performance requirements.
Build site-assembled test assemblies and mockups using installers who will perform samed.
tasks for Project.
When testing is complete, remove test specimens, assemblies, and mockups; do not reusee.
products on Project.
Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and2.
similar quality-assurance service to Architect, with copy to Contractor. Interpret tests and
inspections and state in each report whether tested and inspected work complies with or deviates
from the Contract Documents.
Mockups: Before installing portions of the Work requiring mockups, build mockups for each form ofK.
construction and finish required to comply with the following requirements, using materials indicated for the
completed Work:
Build mockups in location and of size indicated or, if not indicated, as directed by Architect.1.
Notify Architectseven days in advance of dates and times when mockups will be constructed.2.
Employ supervisory personnel who will oversee mockup construction. Employ workers that will be3.
employed during the construction at Project.
Demonstrate the proposed range of aesthetic effects and workmanship.4.
Obtain Architect's approval of mockups before starting work, fabrication, or construction.5.
Allow seven days for initial review and each re-review of each mockup.a.
Maintain mockups during construction in an undisturbed condition as a standard for judging the6.
completed Work.
Demolish and remove mockups when directed unless otherwise indicated.7.
QUALITY CONTROL1.10
Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner willA.
engage a qualified testing agency to perform these services.
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Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies1.
engaged and a description of types of testing and inspecting they are engaged to perform.
Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed2.
to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be
adjusted by Change Order.
Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor'sB.
responsibility. Perform additional quality-control activities required to verify that the Work complies with
requirements, whether specified or not.
Unless otherwise indicated, provide quality-control services specified and those required by1.
authorities having jurisdiction. Perform quality-control services required of Contractor by authorities
having jurisdiction, whether specified or not.
Where services are indicated as Contractor's responsibility, engage a qualified testing agency to2.
perform these quality-control services.
Contractor shall not employ same entity engaged by Owner, unless agreed to in writing bya.
Owner.
Notify testing agencies at least 24 hours in advance of time when Work that requires testing or3.
inspecting will be performed.
Where quality-control services are indicated as Contractor's responsibility, submit a certified written4.
report, in duplicate, of each quality-control service.
Testing and inspecting requested by Contractor and not required by the Contract Documents are5.
Contractor's responsibility.
Submit additional copies of each written report directly to authorities having jurisdiction, when they6.
so direct.
Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative toC.
inspect field-assembled components and equipment installation, including service connections. Report
results in writing as specified in Section 013300 "Submittal Procedures."
Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative toD.
observe and inspect the Work. Manufacturer's technical representative's services include participation in
preinstallation conferences, examination of substrates and conditions, verification of materials, observation
of Installer activities, inspection of completed portions of the Work, and submittal of written reports.
Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor'sE.
responsibility, provide quality-control services, including retesting and reinspecting, for construction that
replaced Work that failed to comply with the Contract Documents.
Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties.F.
Provide qualified personnel to perform required tests and inspections.
Notify Architect, Construction Manager, and Contractor promptly of irregularities or deficiencies1.
observed in the Work during performance of its services.
Determine the location from which test samples will be taken and in which in-situ tests are2.
conducted.
Conduct and interpret tests and inspections and state in each report whether tested and inspected3.
work complies with or deviates from requirements.
Submit a certified written report, in duplicate, of each test, inspection, and similar quality-control4.
service through Contractor.
Do not release, revoke, alter, or increase the Contract Document requirements or approve or5.
accept any portion of the Work.
Do not perform any duties of Contractor.6.
Associated Services: Cooperate with agencies performing required tests, inspections, and similarG.
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.1.
Incidental labor and facilities necessary to facilitate tests and inspections.2.
Adequate quantities of representative samples of materials that require testing and inspecting.3.
Assist agency in obtaining samples.
Facilities for storage and field curing of test samples.4.
Delivery of samples to testing agencies.5.
Preliminary design mix proposed for use for material mixes that require control by testing agency.6.
Security and protection for samples and for testing and inspecting equipment at Project site.7.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -controlH.
services with a minimum of delay and to avoid necessity of removing and replacing construction to
accommodate testing and inspecting.
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Schedule times for tests, inspections, obtaining samples, and similar activities.1.
Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality-controlI.
services required by the Contract Documents as a component of Contractor's quality-control plan.
Coordinate and submit concurrently with Contractor's construction schedule. Update as the Work
progresses.
Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in1.
performance of portions of the Work where tests and inspections are required.
SPECIAL TESTS AND INSPECTIONS1.11
Special Tests and Inspections: Engage a qualified testing agency to conduct special tests and inspectionsA.
required by authorities having jurisdiction as the responsibility of Owner, and as follows:
Special Tests and Inspections: Conducted by a qualified testing agency as required by authorities havingB.
jurisdiction, as indicated in individual Specification Sections, and as follows:
Verifying that manufacturer maintains detailed fabrication and quality-control procedures and1.
reviews the completeness and adequacy of those procedures to perform the Work.
Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work2.
during performance of its services.
Submitting a certified written report of each test, inspection, and similar quality-control service to3.
Architect with copy to Contractor and to authorities having jurisdiction.
Submitting a final report of special tests and inspections at Substantial Completion, which includes4.
a list of unresolved deficiencies.
Interpreting tests and inspections and stating in each report whether tested and inspected work5.
complies with or deviates from the Contract Documents.
Retesting and reinspecting corrected work.6.
PRODUCTS (Not Used)PART 2 -
EXECUTIONPART 3 -
TEST AND INSPECTION LOG3.1
Test and Inspection Log: Prepare a record of tests and inspections. Include the following:A.
Date test or inspection was conducted.1.
Description of the Work tested or inspected.2.
Date test or inspection results were transmitted to Architect.3.
Identification of testing agency or special inspector conducting test or inspection.4.
Maintain log at Project site. Post changes and revisions as they occur. Provide access to test andB.
inspection log for Architect's reference during normal working hours.
REPAIR AND PROTECTION3.2
General: On completion of testing, inspecting, sample taking, and similar services, repair damagedA.
construction and restore substrates and finishes.
Provide materials and comply with installation requirements specified in other Specification1.
Sections or matching existing substrates and finishes. Restore patched areas and extend
restoration into adjoining areas with durable seams that are as invisible as possible. Comply with
the Contract Document requirements for cutting and patching in Section 017300 "Execution."
Protect construction exposed by or for quality-control service activities.B.
Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility forC.
quality-control services.
END OF SECTION 014000
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SECTION 014200 - REFERENCES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
DEFINITIONS1.2
General: Basic Contract definitions are included in the Conditions of the Contract.A.
"Approved": When used to convey Architect's action on Contractor's submittals, applications, andB.
requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the
Contract.
"Directed": A command or instruction by Architect. Other terms including "requested," "authorized,"C.
"selected," "required," and "permitted" have the same meaning as "directed."
"Indicated": Requirements expressed by graphic representations or in written form on Drawings, inD.
Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled,"
and "specified" have the same meaning as "indicated."
"Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, andE.
rules, conventions, and agreements within the construction industry that control performance of the Work.
"Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, andF.
similar operations.
"Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension,G.
finish, cure, protect, clean, and similar operations at Project site.
"Provide": Furnish and install, complete and ready for the intended use.H.
"Project Site": Space available for performing construction activities. The extent of Project site is shownI.
on Drawings and may or may not be identical with the description of the land on which Project is to be
built.
INDUSTRY STANDARDS1.3
Applicability of Standards: Unless the Contract Documents include more stringent requirements,A.
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 otherwiseB.
indicated.
Copies of Standards: Each entity engaged in construction on Project should be familiar with industryC.
standards applicable to its construction 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 copies1.
directly from publication source.
ABBREVIATIONS AND ACRONYMS1.4
Industry Organizations: Where abbreviations and acronyms are used in Specifications or other ContractA.
Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of
Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional
Associations of the United States."
PRODUCTS (Not Used)PART 2 -
EXECUTION (Not Used)PART 3 -
END OF SECTION 014200
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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes requirements for temporary utilities, support facilities, and security and protectionA.
facilities.
USE CHARGES1.3
General: Installation and removal of and use charges for temporary facilities shall be included in theA.
Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities
without cost, including, but not limited to, Owner's construction forces, Architect, testing agencies, and
authorities having jurisdiction.
Sewer Service: Pay sewer-service use charges for sewer usage by all entities for construction operations.B.
Water Service: Pay water-service use charges for water used by all entities for construction operations.C.
Electric Power Service: Pay electric-power-service use charges for electricity used by all entities forD.
construction operations.
INFORMATIONAL SUBMITTALS1.4
Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for constructionA.
personnel.
Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA ConstructionB.
General Permit or authorities having jurisdiction, whichever is more stringent.
Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having jurisdiction.C.
Indicate Contractor personnel responsible for management of fire-prevention program.
Moisture-Protection Plan: Describe procedures and controls for protecting materials and construction fromD.
water absorption and damage.
Describe delivery, handling, and storage provisions for materials subject to water absorption or1.
water damage.
QUALITY ASSURANCE1.5
Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electricA.
service. Install service to comply with NFPA 70.
Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utilityB.
before use. Obtain required certifications and permits.
PRODUCTSPART 2 -
MATERIALS2.1
Chain-Link Fencing: Minimum 2-inch, 0.148-inch- thick, galvanized-steel, chain-link fabric fencing;A.
minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch- OD line posts and 2-7/8-inch-
OD corner and pull posts.
Dust-Control Adhesive-Surface Walk-off Mats: Provide mats minimum 36 by 60 inches.B.
Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; withC.
maximum flame-spread and smoke-developed indexes of 25 and 50, respectively.
TEMPORARY FACILITIES2.2
Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, andA.
foundations adequate for normal loading.
Common-Use Field Office: Of sufficient size to accommodate needs of Owner, Architect, and constructionB.
personnel office activities and to accommodate Project meetings specified in other Division 01 Sections.
Keep office clean and orderly. Furnish and equip offices as follows:
Furniture required for Project-site documents including file cabinets, plan tables, plan racks, and1.
bookcases.
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Conference room of sufficient size to accommodate meetings of 10 individuals. Provide electrical2.
power service and 120-V ac duplex receptacles, with no fewer than one receptacle on each wall.
Furnish room with conference table, chairs, and 4-foot- square tack and marker boards.
Drinking water and private toilet.3.
Coffee machine and supplies.4.
Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg5.
F.
Lighting fixtures capable of maintaining average illumination of 20 fc at desk height.6.
Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materialsC.
and equipment for construction operations.
Store combustible materials apart from building.1.
EQUIPMENT2.3
Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations andA.
classes of fire exposures.
EXECUTIONPART 3 -
INSTALLATION, GENERAL3.1
Locate facilities where they will serve Project adequately and result in minimum interference withA.
performance of the Work. Relocate and modify facilities as required by progress of the Work.
Locate facilities to limit site disturbance as specified in Section 011000 "Summary."1.
Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are noB.
longer needed or are replaced by authorized use of completed permanent facilities.
TEMPORARY UTILITY INSTALLATION3.2
General: Install temporary service or connect to existing service.A.
Arrange with utility company, Owner, and existing users for time when service can be interrupted, if1.
necessary, to make connections for temporary services.
Sewers and Drainage: Provide temporary utilities to remove effluent lawfully.B.
Connect temporary sewers to municipal system as directed by authorities having jurisdiction.1.
Water Service: Install water service and distribution piping in sizes and pressures adequate forC.
construction.
Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of constructionD.
personnel. Comply with requirements of authorities having jurisdiction for type, number, location,
operation, and maintenance of fixtures and facilities.
Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity,E.
and power characteristics required for construction operations.
Install electric power service overhead unless otherwise indicated.1.
Connect temporary service to Owner's existing power source, as directed by Owner.2.
Lighting: Provide temporary lighting with local switching that provides adequate illumination forF.
construction operations, observations, inspections, and traffic conditions.
Install and operate temporary lighting that fulfills security and protection requirements without1.
operating entire system.
Install lighting for Project identification sign.2.
SUPPORT FACILITIES INSTALLATION3.3
General: Comply with the following:A.
Provide construction for temporary offices, shops, and sheds located within construction area or1.
within 30 feet of building lines that is noncombustible according to ASTM E 136. Comply with
NFPA 241.
Maintain support facilities until Architect schedules Substantial Completion inspection. Remove2.
before Substantial Completion. Personnel remaining after Substantial Completion will be permitted
to use permanent facilities, under conditions acceptable to Owner.
Temporary Use of Permanent Roads and Paved Areas: Locate temporary roads and paved areas in sameB.
location as permanent roads and paved areas. Construct and maintain temporary roads and paved areas
adequate for construction operations. Extend temporary roads and paved areas, within construction limits
indicated, as necessary for construction operations.
Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas.1.
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Prepare subgrade and install subbase and base for temporary roads and paved areas according to2.
Section 312000 "Earth Moving."
Recondition base after temporary use, including removing contaminated material, regrading,3.
proofrolling, compacting, and testing.
Traffic Controls: Comply with requirements of authorities having jurisdiction.C.
Protect existing site improvements to remain including curbs, pavement, and utilities.1.
Maintain access for fire-fighting equipment and access to fire hydrants.2.
Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. MaintainD.
Project site, excavations, and construction free of water.
Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties1.
or endanger permanent Work or temporary facilities.
Remove snow and ice as required to minimize accumulations.2.
Project Signs: Provide Project signs as provided by Architect. Unauthorized signs are not permitted.E.
Identification Signs: Provide Project identification signs as indicated on Drawings.1.
Temporary Signs: Provide other signs as indicated and as required to inform public and individuals2.
seeking entrance to Project.
Provide temporary, directional signs for construction personnel and visitors.a.
Maintain and touchup signs so they are legible at all times.3.
Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste fromF.
construction operations. Comply with requirements of authorities having jurisdiction. Comply with
progress cleaning requirements in Section 017300 "Execution."
Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.G.
Truck cranes and similar devices used for hoisting materials are considered "tools and equipment"1.
and not temporary facilities.
SECURITY AND PROTECTION FACILITIES INSTALLATION3.4
Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and otherA.
improvements at Project site and on adjacent properties, except those indicated to be removed or altered.
Repair damage to existing facilities.
Environmental Protection: Provide protection, operate temporary facilities, and conduct construction asB.
required to comply with environmental regulations and that minimize possible air, waterway, and subsoil
contamination or pollution or other undesirable effects.
Comply with work restrictions specified in Section 011000 "Summary."1.
Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and dischargeC.
of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and
walkways, according to requirements of 2003 EPA Construction General Permit or authorities having
jurisdiction, whichever is more stringent.
Verify that flows of water redirected from construction areas or generated by construction activity do1.
not enter or cross tree- or plant- protection zones.
Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until2.
permanent vegetation has been established.
Clean, repair, and restore adjoining properties and roads affected by erosion and sedimentation3.
from Project site during the course of Project.
Remove erosion and sedimentation controls and restore and stabilize areas disturbed during4.
removal.
Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in andD.
around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy
rains.
Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees toE.
protect vegetation from damage from construction operations. Protect tree root systems from damage,
flooding, and erosion.
Pest Control: Engage pest-control service to recommend practices to minimize attraction and harboring ofF.
rodents, roaches, and other pests and to perform extermination and control procedures at regular intervals
so Project will be free of pests and their residues at Substantial Completion. Perform control operations
lawfully, using environmentally safe materials.
Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in aG.
manner that will prevent people and animals from easily entering site except by entrance gates.
Extent of Fence: As required to enclose entire Project site or portion determined sufficient to1.
accommodate construction operations.
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Maintain security by limiting number of keys and restricting distribution to authorized personnel.2.
Furnish one set of keys to Owner.
Security Enclosure and Lockup: Install temporary enclosure around partially completed areas ofH.
construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar
violations of security. Lock entrances at end of each work day.
Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction forI.
erecting structurally adequate barricades, including warning signs and lighting.
Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed toJ.
protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage
fire-prevention program.
Prohibit smoking in construction areas.1.
Supervise welding operations, combustion-type temporary heating units, and similar sources of fire2.
ignition according to requirements of authorities having jurisdiction.
Develop and supervise an overall fire-prevention and -protection program for personnel at Project3.
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 REMOVAL3.5
Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limitA.
availability of temporary facilities to essential and intended uses.
Maintenance: Maintain facilities in good operating condition until removal.B.
Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and1.
similar facilities on a 24-hour basis where required to achieve indicated results and to avoid
possibility of damage.
Operate Project-identification-sign lighting daily from dusk until 12:00 midnight.C.
Termination and Removal: Remove each temporary facility when need for its service has ended, when itD.
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. Owner1.
reserves right to take possession of Project identification signs.
Remove temporary roads and paved areas not intended for or acceptable for integration into2.
permanent construction. Where area is intended for landscape development, remove soil and
aggregate fill that do not comply with requirements for fill or subsoil. Remove materials
contaminated with road oil, asphalt and other petrochemical compounds, and other substances that
might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and
sidewalks at temporary entrances, as required by authorities having jurisdiction.
At Substantial Completion, repair, renovate, and clean permanent facilities used during construction3.
period. Comply with final cleaning requirements specified in Section 017700 "Closeout
Procedures."
END OF SECTION 015000
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SECTION 016000 - PRODUCT REQUIREMENTS
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for selection of products for use in Project;A.
product delivery, storage, and handling; manufacturers' standard warranties on products; special
warranties; and comparable products.
DEFINITIONS1.3
Products: Items obtained for incorporating into the Work, whether purchased for Project or taken fromA.
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 model1.
number or other designation shown or listed in manufacturer's published product literature, that is
current as of date of the Contract Documents.
New Products: Items that have not previously been incorporated into another project or facility.2.
Products salvaged or recycled from other projects are not considered new products.
Comparable Product: Product that is demonstrated and approved through submittal process to3.
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.
Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is namedB.
and accompanied by the words "basis-of-design product," including make or model number or other
designation, to establish the significant qualities related to type, function, dimension, in-service
performance, physical properties, appearance, and other characteristics for purposes of evaluating
comparable products of additional manufacturers named in the specification.
ACTION SUBMITTALS1.4
Comparable Product Requests: Submit request for consideration of each comparable product. IdentifyA.
product or fabrication or installation method to be replaced. Include Specification Section number and title
and Drawing numbers and titles.
Include data to indicate compliance with the requirements specified in "Comparable Products"1.
Article.
Architect's Action: If necessary, Architect will request additional information or documentation for2.
evaluation within one week of receipt of a comparable product request. Architect will notify
Contractor of approval or rejection of proposed comparable product request within 15 days of
receipt of request, or seven days of receipt of additional information or documentation, whichever is
later.
Form of Approval: As specified in Section 013300 "Submittal Procedures."a.
Use product specified if Architect does not issue a decision on use of a comparable productb.
request within time allocated.
Basis-of-Design Product Specification Submittal: Comply with requirements in Section 013300 "SubmittalB.
Procedures." Show compliance with requirements.
QUALITY ASSURANCE1.5
Compatibility of Options: If Contractor is given option of selecting between two or more products for useA.
on Project, select product compatible with products previously selected, even if previously selected
products were also options.
PRODUCT DELIVERY, STORAGE, AND HANDLING1.6
Deliver, store, and handle products using means and methods that will prevent damage, deterioration, andA.
loss, including theft and vandalism. Comply with manufacturer's written instructions.
Delivery and Handling:B.
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Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of1.
construction spaces.
Coordinate delivery with installation time to ensure minimum holding time for items that are2.
flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.
Deliver products to Project site in an undamaged condition in manufacturer's original sealed3.
container or other packaging system, complete with labels and instructions for handling, storing,
unpacking, protecting, and installing.
Inspect products on delivery to determine compliance with the Contract Documents and to4.
determine that products are undamaged and properly protected.
Storage:C.
Store products to allow for inspection and measurement of quantity or counting of units.1.
Store materials in a manner that will not endanger Project structure.2.
Store products that are subject to damage by the elements, under cover in a weathertight enclosure3.
above ground, with ventilation adequate to prevent condensation.
Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation4.
and concealment.
Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and5.
weather-protection requirements for storage.
Protect stored products from damage and liquids from freezing.6.
Provide a secure location and enclosure at Project site for storage of materials and equipment by7.
Owner's construction forces. Coordinate location with Owner.
PRODUCT WARRANTIES1.7
Warranties specified in other Sections shall be in addition to, and run concurrent with, other warrantiesA.
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.
Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular1.
product and specifically endorsed by manufacturer to Owner.
Special Warranty: Written warranty required by the Contract Documents to provide specific rights2.
for Owner.
Special Warranties: Prepare a written document that contains appropriate terms and identification, readyB.
for execution.
Manufacturer's Standard Form: Modified to include Project-specific information and properly1.
executed.
Specified Form: When specified forms are included with the Specifications, prepare a written2.
document using indicated form properly executed.
See other Sections for specific content requirements and particular requirements for submitting3.
special warranties.
Submittal Time: Comply with requirements in Section 017700 "Closeout Procedures."C.
PRODUCTSPART 2 -
PRODUCT SELECTION PROCEDURES2.1
General Product Requirements: Provide products that comply with the Contract Documents, areA.
undamaged and, unless otherwise indicated, are new at time of installation.
Provide products complete with accessories, trim, finish, fasteners, and other items needed for a1.
complete installation and indicated use and effect.
Standard Products: If available, and unless custom products or nonstandard options are specified,2.
provide standard products of types that have been produced and used successfully in similar
situations on other projects.
Owner reserves the right to limit selection to products with warranties not in conflict with3.
requirements of the Contract Documents.
Where products are accompanied by the term "as selected," Architect will make selection.4.
Descriptive, performance, and reference standard requirements in the Specifications establish5.
salient characteristics of products.
Or Equal: For products specified by name and accompanied by the term "or equal," or "or6.
approved equal," or "or approved," comply with requirements in "Comparable Products" Article to
obtain approval for use of an unnamed product.
Product Selection Procedures:B.
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Product: Where Specifications name a single manufacturer and product, provide the named1.
product that complies with requirements. Comparable products or substitutions for Contractor's
convenience will not be considered.
Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a2.
product by the named manufacturer or source that complies with requirements. Comparable
products or substitutions for Contractor's convenience will not be considered.
Products:3.
Restricted List: Where Specifications include a list of names of both manufacturers anda.
products, provide one of the products listed that complies with requirements. Comparable
products or substitutions for Contractor's convenience will be considered unless otherwise
indicated.
Nonrestricted List: Where Specifications include a list of names of both availableb.
manufacturers and products, provide one of the products listed, or an unnamed product,
that complies with requirements. Comply with requirements in "Comparable Products"
Article for consideration of an unnamed product.
Manufacturers:4.
Restricted List: Where Specifications include a list of manufacturers' names, provide aa.
product by one of the manufacturers listed that complies with requirements. Comparable
products or substitutions for Contractor's convenience will be considered unless otherwise
indicated.
Nonrestricted List: Where Specifications include a list of available manufacturers, provide ab.
product by one of the manufacturers listed, or a product by an unnamed manufacturer, that
complies with requirements. Comply with requirements in "Comparable Products" Article for
consideration of an unnamed manufacturer's product.
Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on5.
Drawings, and include a list of manufacturers, provide the specified or indicated product or a
comparable product by one of the other named manufacturers. Drawings and Specifications
indicate sizes, profiles, dimensions, and other characteristics that are based on the product named.
Comply with requirements in "Comparable Products" Article for consideration of an unnamed
product by one of the other named manufacturers.
Visual Matching Specification: Where Specifications require "match Architect's sample", provide a productC.
that complies with requirements and matches Architect's sample. Architect's decision will be final on
whether a proposed product matches.
If no product available within specified category matches and complies with other specified1.
requirements, comply with requirements in Section 012500 "Substitution Procedures" for proposal
of product.
Visual Selection Specification: Where Specifications include the phrase "as selected by Architect fromD.
manufacturer's full range" or similar phrase, select a product that complies with requirements. Architect
will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both
standard and premium items.
COMPARABLE PRODUCTS2.2
Conditions for Consideration: Architect will consider Contractor's request for comparable product when theA.
following conditions are satisfied. If the following conditions are not satisfied, Architect may return
requests without action, except to record noncompliance with these requirements:
Evidence that the proposed product does not require revisions to the Contract Documents, that it is1.
consistent with the Contract Documents and will produce the indicated results, and that it is
compatible with other portions of the Work.
Detailed comparison of significant qualities of proposed product with those named in the2.
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.3.
List of similar installations for completed projects with project names and addresses and names4.
and addresses of architects and owners, if requested.
Samples, if requested.5.
EXECUTION (Not Used)PART 3 -
END OF SECTION 016000
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SECTION 017300 - EXECUTION
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes general administrative and procedural requirements governing execution of the WorkA.
including, but not limited to, the following:
Construction layout.1.
Field engineering and surveying.2.
Installation of the Work.3.
Cutting and patching.4.
Coordination of Owner-installed products.5.
Progress cleaning.6.
Starting and adjusting.7.
Protection of installed construction.8.
DEFINITIONS1.3
Cutting: Removal of in-place construction necessary to permit installation or performance of other work.A.
Patching: Fitting and repair work required to restore construction to original conditions after installation ofB.
other work.
INFORMATIONAL SUBMITTALS1.4
Qualification Data: For land surveyor.A.
Certificates: Submit certificate signed by land surveyor certifying that location and elevation ofB.
improvements comply with requirements.
Cutting and Patching Plan: Submit plan describing procedures at least 10 days prior to the time cuttingC.
and patching will be performed. Include the following information:
Extent: Describe reason for and extent of each occurrence of cutting and patching.1.
Changes to In-Place Construction: Describe anticipated results. Include changes to structural2.
elements and operating components as well as changes in building appearance and other
significant visual elements.
Products: List products to be used for patching and firms or entities that will perform patching work.3.
Dates: Indicate when cutting and patching will be performed.4.
Utilities and Mechanical and Electrical Systems: List services and systems that cutting and5.
patching procedures will disturb or affect. List services and systems that will be relocated and
those that will be temporarily out of service. Indicate length of time permanent services and
systems will be disrupted.
Include description of provisions for temporary services and systems during interruption ofa.
permanent services and systems.
Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardousD.
materials, for hazardous waste disposal.
Certified Surveys: Submit two copies signed by land surveyor.E.
Final Property Survey: Submit 10 copies showing the Work performed and record survey data.F.
QUALITY ASSURANCE1.5
Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice inA.
jurisdiction where Project is located and who is experienced in providing land-surveying services of the
kind indicated.
Cutting and Patching: Comply with requirements for and limitations on cutting and patching of constructionB.
elements.
Structural Elements: When cutting and patching structural elements, notify Architect of locations1.
and details of cutting and await directions from Architect before proceeding. Shore, brace, and
support structural elements during cutting and patching. Do not cut and patch structural elements
in a manner that could change their load-carrying capacity or increase deflection
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Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of2.
cutting and patching. Do not cut and patch exposed construction 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.
Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cuttingC.
and patching, including mechanical and electrical trades. Review areas of potential interference and
conflict. Coordinate procedures and resolve potential conflicts before proceeding.
Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's writtenD.
recommendations and instructions for installation of products and equipment.
PRODUCTSPART 2 -
MATERIALS2.1
General: Comply with requirements specified in other Sections.A.
In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, useB.
materials that visually match in-place adjacent surfaces to the fullest extent possible.
If identical materials are unavailable or cannot be used, use materials that, when installed, will1.
provide a match acceptable to Architect for the visual and functional performance of in-place
materials.
EXECUTIONPART 3 -
EXAMINATION3.1
Existing Conditions: The existence and location of underground and other utilities and constructionA.
indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence
and location of underground utilities, mechanical and electrical systems, and other construction affecting
the Work.
Before construction, verify the location and invert elevation at points of connection of sanitary1.
sewer, storm sewer, and water-service piping; underground electrical services, and other utilities.
Furnish location data for work related to Project that must be performed by public utilities serving2.
Project site.
Examination and Acceptance of Conditions: Before proceeding with each component of the Work,B.
examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for
compliance with requirements for installation tolerances and other conditions affecting performance.
Record observations.
Examine roughing-in for mechanical and electrical systems to verify actual locations of connections1.
before equipment and fixture installation.
Examine walls, floors, and roofs for suitable conditions where products and systems are to be2.
installed.
Verify compatibility with and suitability of substrates, including compatibility with existing finishes or3.
primers.
Written Report: Where a written report listing conditions detrimental to performance of the Work isC.
required by other Sections, include the following:
Description of the Work.1.
List of detrimental conditions, including substrates.2.
List of unacceptable installation tolerances.3.
Recommended corrections.4.
Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with theD.
Work indicates acceptance of surfaces and conditions.
PREPARATION3.2
Field Measurements: Take field measurements as required to fit the Work properly. RecheckA.
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 onB.
Drawings.
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Review of Contract Documents and Field Conditions: Immediately on discovery of the need forC.
clarification of the Contract Documents caused by differing field conditions outside the control of
Contractor, submit a request for information to Architect according to requirements in Section 013100
"Project Management and Coordination."
CONSTRUCTION LAYOUT3.3
Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, inA.
relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect
promptly.
General: Engage a land surveyor to lay out the Work using accepted surveying practices.B.
Establish benchmarks and control points to set lines and levels at each story of construction and1.
elsewhere as needed to locate each element of Project.
Establish limits on use of Project site.2.
Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required3.
dimensions.
Inform installers of lines and levels to which they must comply.4.
Check the location, level and plumb, of every major element as the Work progresses.5.
Notify Architect when deviations from required lines and levels exceed allowable tolerances.6.
Close site surveys with an error of closure equal to or less than the standard established by7.
authorities having jurisdiction.
Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoilC.
placement, utility slopes, and rim and invert elevations.
Record Log: Maintain a log of layout control work. Record deviations from required lines and levels.D.
Include beginning and ending dates and times of surveys, weather conditions, name and duty of each
survey party member, and types of instruments and tapes used. Make the log available for reference by
Architect and Construction Manager.
FIELD ENGINEERING3.4
Identification: Owner will identify existing benchmarks, control points, and property corners.A.
Reference Points: Locate existing permanent benchmarks, control points, and similar reference pointsB.
before beginning the Work. Preserve and protect permanent benchmarks and control points during
construction operations.
Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements1.
on the original survey control points.
Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site,C.
referenced to data established by survey control points. Comply with authorities having jurisdiction for
type and size of benchmark.
Record benchmark locations, with horizontal and vertical data, on Project Record Documents.1.
Where the actual location or elevation of layout points cannot be marked, provide temporary2.
reference points sufficient to locate the Work.
Remove temporary reference points when no longer needed. Restore marked construction to its3.
original condition.
Certified Survey: On completion of foundation walls, major site improvements, and other work requiringD.
field-engineering services, prepare a certified survey showing dimensions, locations, angles, and
elevations of construction and sitework.
Final Property Survey: Engage a land surveyor to prepare a final property survey showing significantE.
features (real property) for Project. Include on the survey a certification, signed by land surveyor, that
principal metes, bounds, lines, and levels of Project are accurately positioned as shown on the survey.
Show boundary lines, monuments, streets, site improvements and utilities, existing improvements1.
and significant vegetation, adjoining properties, acreage, grade contours, and the distance and
bearing from a site corner to a legal point.
Recording: At Substantial Completion, have the final property survey recorded by or with2.
authorities having jurisdiction as the official "property survey."
INSTALLATION3.5
General: Locate the Work and components of the Work accurately, in correct alignment and elevation, asA.
indicated.
Make vertical work plumb and make horizontal work level.1.
Where space is limited, install components to maximize space available for maintenance and ease2.
of removal for replacement.
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Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.3.
Maintain minimum headroom clearance of 96 inches in occupied spaces and 90 inches in4.
unoccupied spaces.
Comply with manufacturer's written instructions and recommendations for installing products inB.
applications indicated.
Install products at the time and under conditions that will ensure the best possible results. MaintainC.
conditions required for product performance until Substantial Completion.
Conduct construction operations so no part of the Work is subjected to damaging operations or loading inD.
excess of that expected during normal conditions of occupancy.
Sequence the Work and allow adequate clearances to accommodate movement of construction items onE.
site and placement in permanent locations.
Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.F.
Templates: Obtain and distribute to the parties involved templates for work specified to be factoryG.
prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are
made for locating and installing products to comply with indicated requirements.
Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size andH.
number to securely anchor each component in place, accurately located and aligned with other portions of
the Work. Where size and type of attachments are not indicated, verify size and type required for load
conditions.
Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for1.
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.
Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrangeI.
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 consideredJ.
hazardous.
CUTTING AND PATCHING3.6
Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed withA.
cutting and patching at the earliest feasible time, and complete without delay.
Cut in-place construction to provide for installation of other components or performance of other1.
construction, and subsequently patch as required to restore surfaces to their original condition.
Temporary Support: Provide temporary support of work to be cut.B.
Protection: Protect in-place construction during cutting and patching to prevent damage. ProvideC.
protection from adverse weather conditions for portions of Project that might be exposed during cutting
and patching operations.
Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations,D.
including excavation, using methods least likely to damage elements retained or adjoining construction. If
possible, review proposed procedures with original Installer; comply with original Installer's written
recommendations.
In general, use hand or small power tools designed for sawing and grinding, not hammering and1.
chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of
adjacent surfaces. Temporarily cover openings when not in use.
Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.2.
Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core3.
drill.
Excavating and Backfilling: Comply with requirements in applicable Sections where required by4.
cutting and patching operations.
Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed.5.
Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or
other foreign matter after cutting.
Proceed with patching after construction operations requiring cutting are complete.6.
Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations followingE.
performance of other work. Patch with durable seams that are as invisible as practicable. Provide
materials and comply with installation requirements specified in other Sections, where applicable.
Inspection: Where feasible, test and inspect patched areas after completion to demonstrate1.
physical integrity of installation.
Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into2.
retained adjoining construction in a manner that will minimize evidence of patching and refinishing.
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Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils,F.
putty, and similar materials from adjacent finished surfaces.
OWNER-INSTALLED PRODUCTS3.7
Site Access: Provide access to Project site for Owner's construction personnel.A.
Coordination: Coordinate construction and operations of the Work with work performed by Owner'sB.
construction personnel.
Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's1.
portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify
Owner if changes to schedule are required due to differences in actual construction progress.
Preinstallation Conferences: Include Owner's construction personnel at preinstallation conferences2.
covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences
conducted by Owner's construction personnel if portions of the Work depend on Owner's
construction.
PROGRESS CLEANING3.8
General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly.A.
Dispose of materials lawfully.
Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.1.
Do not hold waste materials more than seven days during normal weather or three days if the2.
temperature is expected to rise above 80 deg F.
Containerize hazardous and unsanitary waste materials separately from other waste. Mark3.
containers appropriately and dispose of legally, according to regulations.
Use containers intended for holding waste materials of type to be stored.a.
Coordinate progress cleaning for joint-use areas where Contractor and other contractors are4.
working concurrently.
Site: Maintain Project site free of waste materials and debris.B.
Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for properC.
execution of the Work.
Remove liquid spills promptly.1.
Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work2.
area, as appropriate.
Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions ofD.
manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If
specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health
or property and that will not damage exposed surfaces.
Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensureE.
freedom from damage and deterioration at time of Substantial Completion.
Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewersF.
or into waterways. Comply with waste disposal requirements in Section 015000 "Temporary Facilities and
Controls."
During handling and installation, clean and protect construction in progress and adjoining materials alreadyG.
in place. Apply protective covering where required to ensure protection from damage or deterioration at
Substantial Completion.
Clean and provide maintenance on completed construction as frequently as necessary through theH.
remainder of the construction period. Adjust and lubricate operable components to ensure operability
without damaging effects.
Limiting Exposures: Supervise construction operations to assure that no part of the construction,I.
completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure
during the construction period.
PROTECTION OF INSTALLED CONSTRUCTION3.9
Provide final protection and maintain conditions that ensure installed Work is without damage orA.
deterioration at time of Substantial Completion.
Comply with manufacturer's written instructions for temperature and relative humidity.B.
END OF SECTION 017300
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SECTION 017700 - CLOSEOUT PROCEDURES
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for contract closeout, including, but notA.
limited to, the following:
Substantial Completion procedures.1.
Final completion procedures.2.
Warranties.3.
Final cleaning.4.
Repair of the Work.5.
ACTION SUBMITTALS1.3
Product Data: For cleaning agents.A.
Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.B.
Certified List of Incomplete Items: Final submittal at Final Completion.C.
CLOSEOUT SUBMITTALS1.4
Certificates of Release: From authorities having jurisdiction.A.
Certificate of Insurance: For continuing coverage.B.
Field Report: For pest control inspection.C.
MAINTENANCE MATERIAL SUBMITTALS1.5
Schedule of Maintenance Material Items: For maintenance material submittal items specified in otherA.
Sections.
SUBSTANTIAL COMPLETION PROCEDURES1.6
Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and correctedA.
(Contractor's punch list), indicating the value of each item on the list and reasons why the Work is
incomplete.
Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior toB.
requesting inspection for determining date of Substantial Completion. List items below that are incomplete
at time of request.
Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting1.
Owner unrestricted use of the Work and access to services and utilities. Include occupancy
permits, operating certificates, and similar releases.
Submit closeout submittals specified in other Division 01 Sections, including project record2.
documents, operation and maintenance manuals, final completion construction photographic
documentation, damage or settlement surveys, property surveys, and similar final record
information.
Submit closeout submittals specified in individual Sections, including specific warranties,3.
workmanship bonds, maintenance service agreements, final certifications, and similar documents.
Submit changeover information related to Owner's occupancy, use, operation, and maintenance.4.
Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior toC.
requesting inspection for determining date of Substantial Completion. List items below that are incomplete
at time of request.
Advise Owner of pending insurance changeover requirements.1.
Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel2.
of changeover in security provisions.
Terminate and remove temporary facilities from Project site, along with mockups, construction3.
tools, and similar elements.
Complete final cleaning requirements, including touchup painting.4.
Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.5.
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Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10D.
days prior to date the work will be completed and ready for final inspection and tests. On receipt of
request, Architect and Construction Manager will either proceed with inspection or notify Contractor of
unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or
will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must
be completed or corrected before certificate will be issued.
Reinspection: Request reinspection when the Work identified in previous inspections as1.
incomplete is completed or corrected.
Results of completed inspection will form the basis of requirements for final completion.2.
FINAL COMPLETION PROCEDURES1.7
Submittals Prior to Final Completion: Before requesting final inspection for determining final completion,A.
complete the following:
Submit a final Application for Payment according to Section 012900 "Payment Procedures."1.
Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion2.
inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect.
Certified copy of the list shall state that each item has been completed or otherwise resolved for
acceptance.
Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with3.
insurance requirements.
Submit pest-control final inspection report.4.
Inspection: Submit a written request for final inspection to determine acceptance a minimum of 10 daysB.
prior to date the work will be completed and ready for final inspection and tests. On receipt of request,
Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will
prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be
completed or corrected before certificate will be issued.
Reinspection: Request reinspection when the Work identified in previous inspections as1.
incomplete is completed or corrected.
LIST OF INCOMPLETE ITEMS (PUNCH LIST)1.8
Organization of List: Include name and identification of each space and area affected by constructionA.
operations for incomplete items and items needing correction including, if necessary, areas disturbed by
Contractor that are outside the limits of construction.
Include the following information at the top of each page:1.
Project name.a.
Date.b.
Name of Architect.c.
Name of Contractor.d.
Page number.e.
Submit list of incomplete items in the following format:2.
MS Excel electronic file. Architect will return annotated file.a.
SUBMITTAL OF PROJECT WARRANTIES1.9
Time of Submittal: Submit written warranties on request of Architect for designated portions of the WorkA.
where commencement of warranties other than date of Substantial Completion is indicated, or when delay
in submittal of warranties might limit Owner's rights under warranty.
Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.B.
Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as1.
necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch paper.
Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to2.
identify the product or installation. Provide a typed description of the product or installation,
including the name of the product and the name, address, and telephone number of Installer.
Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project3.
name, and name of Contractor.
Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond4.
submittal package into a single indexed electronic PDF file with links enabling navigation to each
item. Provide bookmarked table of contents at beginning of document.
Provide additional copies of each warranty to include in operation and maintenance manuals.C.
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PRODUCTSPART 2 -
MATERIALS2.1
Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of theA.
surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or
that might damage finished surfaces.
EXECUTIONPART 3 -
FINAL CLEANING3.1
General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with localA.
laws and ordinances and Federal and local environmental and antipollution regulations.
Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface orB.
unit to condition expected in an average commercial building cleaning and maintenance program. Comply
with manufacturer's written instructions.
Complete the following cleaning operations before requesting inspection for certification of1.
Substantial Completion for entire Project or for a designated portion of Project:
Clean Project site, yard, and grounds, in areas disturbed by construction activities, includinga.
landscape development areas, of rubbish, waste material, litter, and other foreign
substances.
Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreignb.
deposits.
Rake grounds that are neither planted nor paved to a smooth, even-textured surface.c.
Remove tools, construction equipment, machinery, and surplus material from Project site.d.
Pest Control: Comply with pest control requirements in Section 015000 "Temporary Facilities andC.
Controls." Prepare written report.
Construction Waste Disposal: Comply with waste disposal requirements in Section 015000 "TemporaryD.
Facilities and Controls."
REPAIR OF THE WORK3.2
Complete repair and restoration operations before requesting inspection for determination of SubstantialA.
Completion.
Repair or remove and replace defective construction. Repairing includes replacing defective parts,B.
refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating
equipment. Where damaged or worn items cannot be repaired or restored, provide replacements.
Remove and replace operating components that cannot be repaired. Restore damaged construction and
permanent facilities used during construction to specified condition.
Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace1.
finishes and surfaces that that already show evidence of repair or restoration.
END OF SECTION 017700
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SECTION 017823 - OPERATION AND MAINTENANCE DATA
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for preparing operation and maintenanceA.
manuals, including the following:
Operation and maintenance documentation directory.1.
Product maintenance manuals.2.
Systems and equipment maintenance manuals.3.
DEFINITIONS1.3
System: An organized collection of parts, equipment, or subsystems united by regular interaction.A.
Subsystem: A portion of a system with characteristics similar to a system.B.
CLOSEOUT SUBMITTALS1.4
Manual Content: Operations and maintenance manual content is specified in individual SpecificationA.
Sections to be reviewed at the time of Section submittals. Submit reviewed manual content formatted and
organized as required by this Section.
Architect will comment on whether content of operations and maintenance submittals are1.
acceptable.
Where applicable, clarify and update reviewed manual content to correspond to revisions and field2.
conditions.
Format: Submit operations and maintenance manuals in the following format:B.
PDF electronic file. Assemble each manual into a composite electronically indexed file. Submit on1.
digital media acceptable to Architect.
Name each indexed document file in composite electronic index with applicable item name.a.
Include a complete electronically linked operation and maintenance directory.
Enable inserted reviewer comments on draft submittals.b.
Initial Manual Submittal: Submit draft copy of each manual at least 30 days before commencingC.
demonstration and training. Architect will comment on whether general scope and content of manual are
acceptable.
Final Manual Submittal: Submit each manual in final form prior to requesting inspection for SubstantialD.
Completion and at least 15 days before commencing demonstration and training. Architect will return copy
with comments.
Correct or revise each manual to comply with Architect's comments. Submit copies of each1.
corrected manual within 15 days of receipt of Architect's comments and prior to commencing
demonstration and training.
PRODUCTSPART 2 -
OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY2.1
Directory: Prepare a single, comprehensive directory of emergency, operation, and maintenance data andA.
materials, listing items and their location to facilitate ready access to desired information. Include a section
in the directory for each of the following:
List of documents.1.
Table of contents.2.
Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual.B.
Identification: In the documentation directory and in each operation and maintenance manual, identifyC.
each system, subsystem, and piece of equipment with same designation used in the Contract Documents.
If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating
and Maintenance Documentation for Building Systems."
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REQUIREMENTS FOR EMERGENCY, OPERATION, AND MAINTENANCE MANUALS2.2
Organization: Unless otherwise indicated, organize each manual into a separate section for each systemA.
and subsystem, and a separate section for each piece of equipment not part of a system. Each manual
shall contain the following materials, in the order listed:
Title page.1.
Table of contents.2.
Manual contents.3.
Title Page: Include the following information:B.
Subject matter included in manual.1.
Name and address of Project.2.
Name and address of Owner.3.
Date of submittal.4.
Name and contact information for Contractor.5.
Name and contact information for Architect.6.
Names and contact information for major consultants to the Architect that designed the systems7.
contained in the manuals.
Cross-reference to related systems in other operation and maintenance manuals.8.
Table of Contents: List each product included in manual, identified by product name, indexed to theC.
content of the volume, and cross-referenced to Specification Section number in Project Manual.
If operation or maintenance documentation requires more than one volume to accommodate data,1.
include comprehensive table of contents for all volumes in each volume of the set.
Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file forD.
each manual type required.
Electronic Files: Use electronic files prepared by manufacturer where available. Where scanning1.
of paper documents is required, configure scanned file for minimum readable file size.
File Names and Bookmarks: Enable bookmarking of individual documents based on file names.2.
Name document files to correspond to system, subsystem, and equipment names used in manual
directory and table of contents. Group documents for each system and subsystem into individual
composite bookmarked files, then create composite manual, so that resulting bookmarks reflect the
system, subsystem, and equipment names in a readily navigated file tree. Configure electronic
manual to display bookmark panel on opening file.
PRODUCT MAINTENANCE MANUALS2.3
Content: Organize manual into a separate section for each product, material, and finish. Include sourceA.
information, product information, maintenance procedures, repair materials and sources, and warranties
and bonds, as described below.
Source Information: List each product included in manual, identified by product name and arranged toB.
match manual's table of contents. For each product, list name, address, and telephone number of Installer
or supplier and maintenance service agent, and cross-reference Specification Section number and title in
Project Manual and drawing or schedule designation or identifier where applicable.
Product Information: Include the following, as applicable:C.
Product name and model number.1.
Manufacturer's name.2.
Color, pattern, and texture.3.
Material and chemical composition.4.
Reordering information for specially manufactured products.5.
Maintenance Procedures: Include manufacturer's written recommendations and the following:D.
Inspection procedures.1.
Types of cleaning agents to be used and methods of cleaning.2.
List of cleaning agents and methods of cleaning detrimental to product.3.
Schedule for routine cleaning and maintenance.4.
Repair instructions.5.
Repair Materials and Sources: Include lists of materials and local sources of materials and relatedE.
services.
Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditionsF.
that would affect validity of warranties or bonds.
Include procedures to follow and required notifications for warranty claims.1.
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EXECUTIONPART 3 -
MANUAL PREPARATION3.1
Operation and Maintenance Documentation Directory: Prepare a separate manual that provides anA.
organized reference to emergency, operation, and maintenance manuals.
Product Maintenance Manual: Assemble a complete set of maintenance data indicating care andB.
maintenance of each product, material, and finish incorporated into the Work.
Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheetsC.
pertinent to product or component installed. Mark each sheet to identify each product or component
incorporated into the Work. If data include more than one item in a tabular format, identify each item using
appropriate references from the Contract Documents. Identify data applicable to the Work and delete
references to information not applicable.
Prepare supplementary text if manufacturers' standard printed data are not available and where the1.
information is necessary for proper operation and maintenance of equipment or systems.
Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship ofD.
component parts of equipment and systems and to illustrate control sequence and flow diagrams.
Coordinate these drawings with information contained in record Drawings to ensure correct illustration of
completed installation.
Do not use original project record documents as part of operation and maintenance manuals.1.
Comply with requirements of newly prepared record Drawings in Section 017839 "Project Record2.
Documents."
Comply with Section 017700 "Closeout Procedures" for schedule for submitting operation andE.
maintenance documentation.
END OF SECTION 017823
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SECTION 017839 - PROJECT RECORD DOCUMENTS
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
other Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes administrative and procedural requirements for project record documents, including theA.
following:
Record Drawings.1.
Record Specifications.2.
Record Product Data.3.
Miscellaneous record submittals.4.
CLOSEOUT SUBMITTALS1.3
Record Drawings: Comply with the following:A.
Number of Copies: Submit one set(s) of marked-up record prints.1.
Record Specifications: Submit annotated PDF electronic files of Project's Specifications, includingB.
addenda and contract modifications.
Record Product Data: Submit annotated PDF electronic files and directories of each submittal.C.
Where record Product Data are required as part of operation and maintenance manuals, submit1.
duplicate marked-up Product Data as a component of manual.
Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record-keepingD.
requirements and submittals in connection with various construction activities. Submit annotated PDF
electronic files and directories of each submittal.
Reports: Submit written report weekly indicating items incorporated into project record documentsE.
concurrent with progress of the Work, including revisions, concealed conditions, field changes, product
selections, and other notations incorporated.
PRODUCTSPART 2 -
RECORD DRAWINGS2.1
Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings,A.
incorporating new and revised drawings as modifications are issued.
Preparation: Mark record prints to show the actual installation where installation varies from that1.
shown originally. Require individual or entity who obtained record data, whether individual or entity
is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding
marked-up record prints.
Give particular attention to information on concealed elements that would be difficult toa.
identify or measure and record later.
Accurately record information in an acceptable drawing technique.b.
Record data as soon as possible after obtaining it.c.
Record and check the markup before enclosing concealed installations.d.
Cross-reference record prints to corresponding archive photographic documentation.e.
Content: Types of items requiring marking include, but are not limited to, the following:2.
Dimensional changes to Drawings.a.
Revisions to details shown on Drawings.b.
Depths of foundations below first floor.c.
Locations and depths of underground utilities.d.
Revisions to routing of piping and conduits.e.
Revisions to electrical circuitry.f.
Actual equipment locations.g.
Duct size and routing.h.
Locations of concealed internal utilities.i.
Changes made by Change Order or Construction Change Directive.j.
Changes made following Architect's written orders.k.
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Details not on the original Contract Drawings.l.
Field records for variable and concealed conditions.m.
Record information on the Work that is shown only schematically.n.
Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel3.
proficient at recording graphic information in production of marked-up record prints.
Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between4.
changes for different categories of the Work at same location.
Mark important additional information that was either shown schematically or omitted from original5.
Drawings.
Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and6.
similar identification, where applicable.
Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, reviewB.
marked-up record prints with Architect and Construction Manager. When authorized, prepare a full set of
corrected digital data files of the Contract Drawings, as follows:
Format: Same digital data software program, version, and operating system as the original1.
Contract Drawings.
Incorporate changes and additional information previously marked on record prints. Delete,2.
redraw, and add details and notations where applicable.
Refer instances of uncertainty to Architect for resolution.3.
Architect will furnish Contractor one set of digital data files of the Contract Drawings for use in4.
recording information.
See Section 013300 "Submittal Procedures" for requirements related to use of Architect'sa.
digital data files.
Architect will provide data file layer information. Record markups in separate layers.b.
Newly Prepared Record Drawings: Prepare new Drawings instead of preparing record Drawings whereC.
Architect determines that neither the original Contract Drawings nor Shop Drawings are suitable to show
actual installation.
New Drawings may be required when a Change Order is issued as a result of accepting an1.
alternate, substitution, or other modification.
Consult Architect and Construction Manager for proper scale and scope of detailing and notations2.
required to record the actual physical installation and its relation to other construction. Integrate
newly prepared record Drawings into record Drawing sets; comply with procedures for formatting,
organizing, copying, binding, and submitting.
Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING"D.
in a prominent location.
Record Prints: Organize record prints and newly prepared record Drawings into manageable sets.1.
Bind each set with durable paper cover sheets. Include identification on cover sheets.
Format: Annotated PDF electronic file with comment function enabled.2.
Record Digital Data Files: Organize digital data information into separate electronic files that3.
correspond to each sheet of the Contract Drawings. Name each file with the sheet identification.
Include identification in each digital data file.
Identification: As follows:4.
Project name.a.
Date.b.
Designation "PROJECT RECORD DRAWINGS."c.
Name of Architect.d.
Name of Contractor.e.
RECORD SPECIFICATIONS2.2
Preparation: Mark Specifications to indicate the actual product installation where installation varies fromA.
that indicated in Specifications, addenda, and contract modifications.
Give particular attention to information on concealed products and installations that cannot be1.
readily identified and recorded later.
Mark copy with the proprietary name and model number of products, materials, and equipment2.
furnished, including substitutions and product options selected.
Record the name of manufacturer, supplier, Installer, and other information necessary to provide a3.
record of selections made.
For each principal product, indicate whether record Product Data has been submitted in operation4.
and maintenance manuals instead of submitted as record Product Data.
Note related Change Orders, record Product Data, and record Drawings where applicable.5.
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Format: Submit record Specifications as annotated PDF electronic file.B.
RECORD PRODUCT DATA2.3
Preparation: Mark Product Data to indicate the actual product installation where installation variesA.
substantially from that indicated in Product Data submittal.
Give particular attention to information on concealed products and installations that cannot be1.
readily identified and recorded later.
Include significant changes in the product delivered to Project site and changes in manufacturer's2.
written instructions for installation.
Note related Change Orders, record Specifications, and record Drawings where applicable.3.
Format: Submit record Product Data as annotated PDF electronic file.B.
Include record Product Data directory organized by Specification Section number and title,1.
electronically linked to each item of record Product Data.
MISCELLANEOUS RECORD SUBMITTALS2.4
Assemble miscellaneous records required by other Specification Sections for miscellaneous recordA.
keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous
records and identify each, ready for continued use and reference.
Format: Submit miscellaneous record submittals as PDF electronic file.B.
Include miscellaneous record submittals directory organized by Specification Section number and1.
title, electronically linked to each item of miscellaneous record submittals.
EXECUTIONPART 3 -
RECORDING AND MAINTENANCE3.1
Recording: Maintain one copy of each submittal during the construction period for project recordA.
document purposes. Post changes and revisions to project record documents as they occur; do not wait
until end of Project.
Maintenance of Record Documents and Samples: Store record documents and Samples in the field officeB.
apart from the Contract Documents used for construction. Do not use project record documents for
construction purposes. Maintain record documents in good order and in a clean, dry, legible condition,
protected from deterioration and loss. Provide access to project record documents for Architect's and
Construction Manager's reference during normal working hours.
END OF SECTION 017839
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SECTION 024116 - STRUCTURE DEMOLITION
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section Includes:A.
Demolition and removal of buildings and site improvements.1.
Abandoning in-place Removing below-grade construction.2.
Disconnecting, capping or sealing, and abandoning in-place removing site utilities.3.
Salvaging items for reuse by Owner.4.
DEFINITIONS1.3
Remove: Detach items from existing construction and legally dispose of them off-site unless indicated toA.
be removed and salvaged.
Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, andB.
deliver to Owner ready for reuse. Include fasteners or brackets needed for reattachment elsewhere.
MATERIALS OWNERSHIP1.4
Unless otherwise indicated, demolition waste becomes property of Contractor.A.
Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and theirB.
contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be
uncovered during demolition remain the property of Owner.
Carefully salvage in a manner to prevent damage and promptly return to Owner.1.
INFORMATIONAL SUBMITTALS1.5
Predemolition Photographs: Show existing conditions of adjoining construction and site improvements,A.
including finish surfaces, that might be misconstrued as damage caused by demolition operations. Submit
before the Work begins.
QUALITY ASSURANCE1.6
Regulatory Requirements: Comply with governing EPA notification regulations before beginningA.
demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.B.
Predemolition Conference: Conduct conference at Project site.C.
Inspect and discuss condition of construction to be demolished.1.
Review structural load limitations of existing structures.2.
Review and finalize building demolition schedule and verify availability of demolition personnel,3.
equipment, and facilities needed to make progress and avoid delays.
Review and finalize protection requirements.4.
Review procedures for noise control and dust control.5.
Review procedures for protection of adjacent buildings.6.
Review items to be salvaged and returned to Owner.7.
PROJECT CONDITIONS1.7
Buildings to be demolished will be vacated and their use discontinued before start of the Work.A.
Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition soB.
operations of occupied buildings will not be disrupted.
Provide not less than 72 hours' notice of activities that will affect operations of adjacent occupied1.
buildings.
Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent2.
buildings.
Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacenta.
buildings without written permission from authorities having jurisdiction.
Owner assumes no responsibility for buildings and structures to be demolished.C.
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Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as1.
practical.
Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.D.
Hazardous materials will be removed by Owner before start of the Work.1.
If materials suspected of containing hazardous materials are encountered, do not disturb;2.
immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a
separate contract.
On-site storage or sale of removed items or materials is not permitted.E.
COORDINATION1.8
Arrange demolition schedule so as not to interfere with or operations of adjacent occupied buildings.A.
PRODUCTSPART 2 -
SOIL MATERIALS2.1
Satisfactory Soils: Comply with requirements in Division 31 earthwork Sections.A.
EXECUTIONPART 3 -
EXAMINATION3.1
Verify that utilities have been disconnected and capped before starting demolition operations.A.
Review Project Record Documents of existing construction provided by Owner. Owner does notB.
guarantee that existing conditions are same as those indicated in Project Record Documents.
Inventory and record the condition of items to be removed and salvaged. Provide photographs ofC.
conditions that might be misconstrued as damage caused by salvage operations.
PREPARATION3.2
Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings andA.
structures to be demolished.
Arrange to shut off indicated utilities with utility companies.1.
If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings,2.
then provide temporary utilities that bypass buildings and structures to be demolished and that
maintain continuity of service to other buildings and structures.
Cut off pipe or conduit a minimum of 24 inches below grade. Cap, valve, or plug and seal3.
remaining portion of pipe or conduit after bypassing according to requirements of authorities having
jurisdiction.
Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support toB.
preserve stability and prevent unexpected movement or collapse of construction being demolished.
Strengthen or add new supports when required during progress of demolition.1.
Salvaged Items: Comply with the following:C.
Clean salvaged items of dirt and demolition debris.1.
Transport items to storage area .2.
PROTECTION3.3
Existing Facilities: Protect adjacent walkways, loading docks, building entries, and other building facilitiesA.
during demolition operations. Maintain exits from existing buildings.
Existing Utilities: Maintain utility services to remain and protect from damage during demolition operations.B.
Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized1.
in writing by Owner and authorities having jurisdiction.
Provide temporary services during interruptions to existing utilities, as acceptable to Owner and2.
authorities having jurisdiction.
Provide at least 72 hours' notice to occupants of affected buildings if shutdown of service isa.
required during changeover.
Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and coveredC.
passageways, where required by authorities having jurisdiction and as indicated. Comply with
requirements in Section 015000 "Temporary Facilities and Controls."
Remove temporary barriers and protections where hazards no longer exist. Where open excavations orD.
other hazardous conditions remain, leave temporary barriers and protections in place.
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DEMOLITION, GENERAL3.4
Site Access and Temporary Controls: Conduct building demolition and debris-removal operations toA.
ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used
facilities.
Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities1.
without permission from Owner and authorities having jurisdiction. Provide alternate routes around
closed or obstructed traffic ways if required by authorities having jurisdiction.
Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing2.
environmental-protection regulations. Do not use water when it may damage adjacent construction
or create hazardous or objectionable conditions, such as ice, flooding, and pollution.
DEMOLITION BY MECHANICAL MEANS3.5
Proceed with demolition of structural framing members systematically, from higher to lower level.A.
Complete building demolition operations above each floor or tier before disturbing supporting members on
the next lower level.
Remove debris from elevated portions of the building by chute, hoist, or other device that will conveyB.
debris to grade level in a controlled descent.
Remove structural framing members and lower to ground by method suitable to minimize ground1.
impact and dust generation.
Salvage: Items to be removed and salvaged are indicated on Drawings.C.
Below-Grade Construction: Abandon foundation walls and other below-grade construction. CutD.
below-grade construction flush with grade.
Below-Grade Construction: Demolish foundation walls and other below-grade construction that are withinE.
footprint of new construction and extending outside footprint indicated for new construction. Abandon
below-grade construction outside this area.
Remove below-grade construction, including basements, foundation walls, and footings, .1.
Existing Utilities: Abandon existing utilities and below-grade utility structures. Cut utilities flush with grade.F.
Existing Utilities: Demolish existing utilities and below-grade utility structures that are within outsideG.
footprint indicated for new construction. Abandon utilities outside this area.
Fill abandoned utility structures with according to backfill requirements in Section 312000 "Earth1.
Moving."
SITE RESTORATION3.6
Below-Grade Areas: Rough grade below-grade areas ready for further excavation or new construction.A.
Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free fromB.
irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades.
REPAIRS3.7
Promptly repair damage to adjacent buildings caused by demolition operations.A.
DISPOSAL OF DEMOLISHED MATERIALS3.8
Remove demolition waste materials from Project site and legally dispose of them in an EPA-approvedA.
landfill acceptable to authorities having jurisdiction. See Section 017419 "Construction Waste
Management and Disposal" for recycling and disposal of demolition waste.
Do not allow demolished materials to accumulate on-site.1.
Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.2.
Do not burn demolished materials.B.
CLEANING3.9
Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolitionA.
operations. Return adjacent areas to condition existing before building demolition operations began.
Clean roadways of debris caused by debris transport.1.
END OF SECTION 024116
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SECTION 051213 - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes architecturally exposed structural-steel (AESS).A.
DEFINITIONS1.3
AESS: Structural steel designated as "architecturally exposed structural steel" or "AESS" in the ContractA.
Documents.
Category 1 AESS: AESS that is within 96 inches vertically and 36 inches horizontally of a walking surfaceB.
and that is visible to a person standing on that walking surface or is designated as "Category 1
architecturally exposed structural steel" or "AESS-1" in the Contract Documents.
Category 2 AESS: AESS that is within 20 feet vertically and horizontally of a walking surface and that isC.
visible to a person standing on that walking surface or is designated as "Category 2 architecturally
exposed structural steel" or "AESS-2" in the Contract Documents.
Category 3 AESS: AESS that is not defined as Category 1 or Category 2 or that is designated asD.
"Category 3 architecturally exposed structural steel" or "AESS-3" in the Contract Documents or that is
indicated to receive intumescent mastic fireproofing.
COORDINATION1.4
Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint andA.
coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible
with one another.
PREINSTALLATION MEETINGS1.5
Preinstallation Conference: Conduct conference at Project site.A.
ACTION SUBMITTALS1.6
Shop Drawings: Show fabrication of AESS components. Shop Drawings for structural steel may be usedA.
for AESS provided items of AESS are specifically identified and requirements below are met for AESS.
Include details of cuts, connections, splices, camber, holes, and other pertinent data.1.
Include embedment Drawings.2.
Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show3.
size, length, and type of each weld. Show backing bars that are to be removed and supplemental
fillet welds where backing bars are to remain. Indicate grinding, finish, and profile of welds.
Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify4.
pretensioned and slip-critical, high-strength bolted connections. Indicate orientation of bolt heads.
Indicate exposed surfaces and edges and surface preparation being used.5.
Indicate special tolerances and erection requirements.6.
DELIVERY, STORAGE, AND HANDLING1.7
Use special care in handling to prevent twisting, warping, nicking, and other damage. Store materials toA.
permit easy access for inspection and identification. Keep steel members off ground and spaced by using
pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from
corrosion and deterioration.
Do not store materials on structure in a manner that might cause distortion, damage, or overload to1.
members or supporting structures. Repair or replace damaged materials or structures as directed.
FIELD CONDITIONS1.8
Field Measurements: Where AESS is indicated to fit against other construction, verify actual dimensionsA.
by field measurements before fabrication.
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ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
FRAMING
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PRODUCTSPART 2 -
BOLTS, CONNECTORS, AND ANCHORS2.1
Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852, Type 1, round-headA.
assemblies, consisting of steel structural bolts with splined ends, heavy-hex carbon-steel nuts, and
hardened carbon-steel washers.
Finish: Plain.1.
FILLER2.2
Filler: Filler approved for use with weathering (COR TEN) steel.A.
FABRICATION2.3
Shop fabricate and assemble AESS to the maximum extent possible. Locate field joints at concealedA.
locations if possible. Detail assemblies to minimize handling and to expedite erection.
In addition to special care used to handle and fabricate AESS, comply with the following:B.
Fabricate with exposed surfaces smooth, square, and free of surface blemishes including pitting,1.
rust, scale, and roughness.
Grind sheared, punched, and flame-cut edges of AESS to remove burrs and provide smooth2.
surfaces and edges.
Fabricate AESS with exposed surfaces free of mill marks, including rolled trade names and3.
stamped or raised identification.
Fabricate AESS with exposed surfaces free of seams to maximum extent possible.4.
Remove blemishes by filling or grinding or by welding and grinding, before cleaning, treating, and5.
shop priming.
Fabricate with piece marks fully hidden in the completed structure or made with media that permits6.
full removal after erection.
Fabricate AESS to the tolerances specified in AISC 303 for steel that is designated AESS.7.
Fabricate AESS to the tolerances specified in AISC 303 for steel that is not designated AESS.8.
Seal-weld open ends of hollow structural sections with 3/8-inchclosure plates for AESS.9.
Curved Members: Fabricate indicated members to curved shape by rolling to final shape in fabricationC.
shop.
Distortion of webs, stems, outstanding flanges, and legs of angles shall not be visible from a1.
distance of 20 feet under any lighting conditions.
Tolerances for walls of hollow steel sections after rolling shall be approximately 1/2 inch.2.
Coping, Blocking, and Joint Gaps: Maintain uniform gaps of 1/8 inch with a tolerance of 1/32 inch forD.
AESS.
Bolt Holes: Cut, drill, or punch standard bolt holes perpendicular to metal surfaces.E.
Holes: Provide holes required for securing other work to structural steel and for other work to passF.
through steel members.
Cut, drill, or punch holes perpendicular to steel surfaces.1.
Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel2.
surfaces.
Weld threaded nuts to framing and other specialty items indicated to receive other work.3.
SHOP PRIMING2.4
Shop prime steel surfaces except the following:A.
Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a1.
depth of 2 inches.
Surfaces to be field welded.2.
Surfaces to be high-strength bolted with slip-critical connections.3.
Surfaces to receive sprayed fire-resistive materials.4.
Priming: Immediately after surface preparation, apply primer according to manufacturer's writtenB.
instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils. Use
priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.
Stripe paint corners, crevices, bolts, welds, and sharp edges.1.
Apply two coats of shop paint to surfaces that are inaccessible after assembly or erection. Change2.
color of second coat to distinguish it from first.
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ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
FRAMING
051213 - 2
13 February 2017
EXECUTIONPART 3 -
EXAMINATION3.1
Verify, with steel erector present, elevations of concrete- and masonry-bearing surfaces and locations ofA.
anchor rods, bearing plates, and other embedments for compliance with requirements.
Prepare a certified survey of bearing surfaces, anchor rods, bearing plates, and other embedments1.
showing dimensions, locations, angles, and elevations.
Examine AESS for twists, kinks, warping, gouges, and other imperfections before erecting.B.
Proceed with installation only after unsatisfactory conditions have been corrected.C.
PREPARATION3.2
Provide temporary shores, guys, braces, and other supports during erection to keep AESS secure, plumb,A.
and in alignment against temporary construction loads and loads equal in intensity to design loads.
Remove temporary supports when permanent structural steel, connections, and bracing are in place
unless otherwise indicated.
If possible, locate welded tabs for attaching temporary bracing and safety cabling where they will be1.
concealed from view in the completed Work.
Do not remove temporary shoring supporting composite deck construction until cast-in-place2.
concrete has attained its design compressive strength.
ERECTION3.3
Set AESS accurately in locations and to elevations indicated and according to AISC 303 and AISC 360.A.
Erect AESS to the tolerances specified in AISC 303 for steel that is not designated AESS.1.
Do not use thermal cutting during erection.B.
FIELD QUALITY CONTROL3.4
Testing Agency: Owner will engage a qualified independent testing and inspecting agency to inspectA.
AESS as specified in Section 051200 "Structural Steel Framing." The testing agency is not responsible for
enforcing requirements relating to aesthetic effect.
Architect will observe AESS in place to determine acceptability relating to aesthetic effect.B.
REPAIRS AND PROTECTION3.5
Remove welded tabs that were used for attaching temporary bracing and safety cabling and that areA.
exposed to view in the completed Work. Grind steel smooth.
Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas ofB.
shop paint, and paint exposed areas with the same material as used for shop painting to comply with
SSPC-PA 1 for touching up shop-painted surfaces.
Clean and prepare surfaces by SSPC-SP 2 hand-tool cleaning or SSPC-SP 3 power-tool cleaning.1.
SCHEDULE3.6
Areas to receive AESS include:A.
Material cladding.1.
Bell support.2.
Artist's statement stand.3.
END OF SECTION 051213
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ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
FRAMING
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SECTION 071416 - COLD FLUID-APPLIED WATERPROOFING
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section Includes:A.
Latex-rubber waterproofing.1.
Plaza deck pavers.2.
PREINSTALLATION MEETINGS1.3
Preinstallation Conference: Conduct conference at Project site.A.
Review waterproofing requirements including, but not limited to, the following:1.
Surface preparation specified in other Sections.a.
Minimum curing period.b.
Forecasted weather conditions.c.
Special details and sheet flashings.d.
Repairs.e.
ACTION SUBMITTALS1.4
Product Data: For each type of product.A.
Include construction details, material descriptions, and tested physical and performance properties1.
of waterproofing.
Include manufacturer's written instructions for evaluating, preparing, and treating substrate.2.
Shop Drawings:B.
Show locations and extent of waterproofing.1.
Include details for substrate joints and cracks, sheet flashings, penetrations, inside and outside2.
corners, tie-ins with adjoining waterproofing, and other termination conditions.
Include setting drawings showing layout, sizes, sections, profiles, and joint details of3.
pedestal-supported concrete pavers.
Samples: For each exposed product and for each color and texture specified, including the followingC.
products:
Drainage panel, 4 by 4 inches.1.
Paver pedestal assembly.2.
QUALITY ASSURANCE1.5
Mockups: Build mockups to verify selections made under Sample submittals and to set quality standardsA.
for installation.
Build mockup for each typical waterproofing installation including[ pavers and] accessories to1.
demonstrate surface preparation, crack and joint treatments, inside and outside corner treatments,
and protection.
Size: 100 sq. ft. in area.a.
Description: Each type of wall deck and plaza installation.b.
Approval of mockups does not constitute approval of deviations from the Contract Documents2.
contained in mockups unless Architect specifically approves such deviations in writing.
Subject to compliance with requirements, approved mockups may become part of the completed3.
Work if undisturbed at time of Substantial Completion.
FIELD CONDITIONS1.6
Environmental Limitations: Apply waterproofing within the range of ambient and substrate temperaturesA.
recommended in writing by waterproofing manufacturer.
Do not apply waterproofing to a damp or wet substrate, when relative humidity exceeds 85 percent,1.
or when temperatures are less than 5 deg F above dew point.
Do not apply waterproofing in snow, rain, fog or mist, or when such weather conditions are2.
imminent during application and curing period.
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COLD FLUID-APPLIED WATERPROOFING
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Maintain adequate ventilation during application and curing of waterproofing materials.B.
WARRANTY1.7
Manufacturer's Special Warranty: Manufacturer agrees to repair or replace waterproofing that fails inA.
materials or workmanship within specified warranty period.
Warranty Period: 10 years from date of Substantial Completion.1.
PRODUCTSPART 2 -
MATERIALS, GENERAL2.1
Source Limitations for Waterproofing System: Obtain waterproofing materials, protection course, andA.
molded-sheet drainage panels from single source from single manufacturer.
VOC Limits: any adhesives, sealants, paints, or coatings shall meet the VOC limits indicated in SectionB.
018113 "Sustainable Design Requirements."
LATEX-RUBBER WATERPROOFING2.2
Two-Component, Reinforced, Latex-Rubber Waterproofing: ASTM C 836/C 836M; coal-tar free.A.
Products: Subject to compliance with requirements, provide one of the following:1.
Grace Construction Products; W.R. Grace & Co. -- Conn; Procor Deck System 3R.a.
Hydrostatic-Head Resistance: 197 feet minimum; ASTM D 5385.2.
AUXILIARY MATERIALS2.3
General: Provide auxiliary materials recommended in writing by waterproofing manufacturer for intendedA.
use and compatible with one another and with waterproofing.
Furnish liquid-type auxiliary materials that comply with VOC limits of authorities having jurisdiction.1.
Primer: Manufacturer's standard primer, sealer, or surface conditioner; factory-formulated acrylic latex,B.
polyurethane, or epoxy.
Membrane-Reinforcing Fabric: Manufacturer's recommended fiberglass mesh or polyester fabric,C.
manufacturer's standard weight.
Joint Reinforcing Strip: Manufacturer's recommended fiberglass mesh or polyester fabric.D.
Joint Sealant: Multicomponent polyurethane sealant, compatible with waterproofing; ASTM C 920, Type M,E.
Class 25 or greater; Grade NS for sloping and vertical applications and Grade P for deck applications; Use
NT exposure; and as recommended by manufacturer for substrate and joint conditions.
Backer Rod: Closed-cell polyethylene foam.1.
PROTECTION COURSE2.4
Protection Course: ASTM D 6506, semirigid sheets of fiberglass or mineral-reinforced-asphaltic core,A.
pressure laminated between two asphalt-saturated fibrous liners and as follows:
Products: Subject to compliance with requirements, provide one of the following:1.
Henry Company; Asphalt Protection Board.a.
Soprema, Inc; Sopraboard.b.
W. R. Meadows, Inc; Protection Course.c.
Thickness: 1/8 inch, nominal, for vertical applications; 1/4 inch, nominal, elsewhere.2.
Adhesive: Rubber-based solvent type recommended in writing by waterproofing manufacturer.3.
MOLDED-SHEET DRAINAGE PANELS2.5
Nonwoven-Geotextile-Faced, Molded-Sheet Drainage Panel: Composite subsurface drainage panelA.
consisting of a studded, nonbiodegradable, molded-plastic-sheet drainage core; with a nonwoven,
needle-punched geotextile facing with an apparent opening size not exceeding No. 70 sieve laminated to
one side of the core and a polymeric film bonded to the other side; and with a vertical flow rate of 9 to 18
gpm per ft..
Products: Subject to compliance with requirements, provide one of the following:1.
American Hydrotech, Inc; Hydrodrain 400.a.
Carlisle Coatings & Waterproofing; CCW MiraDRAIN 6200.b.
Grace Construction Products; W.R. Grace & Co. -- Conn; Hydroduct 220.c.
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COLD FLUID-APPLIED WATERPROOFING
071416 - 2
13 February 2017
EXECUTIONPART 3 -
EXAMINATION3.1
Examine substrates, areas, and conditions, with Installer present, for compliance with requirements andA.
other conditions affecting performance of the Work.
Verify that concrete has cured and aged for minimum time period recommended in writing by1.
waterproofing manufacturer.
Verify that substrate is visibly dry and within the moisture limits recommended in writing by2.
manufacturer. Test for capillary moisture by plastic sheet method according to ASTM D 4263.
Proceed with installation only after unsatisfactory conditions have been corrected.B.
PREPARATION3.2
Clean, prepare, and treat substrates according to manufacturer's written instructions. Provide clean,A.
dust-free, and dry substrates for waterproofing application.
Mask off adjoining surfaces not receiving waterproofing to prevent spillage and overspray affecting otherB.
construction.
Close off deck drains and other deck penetrations to prevent spillage and migration of waterproofing fluids.C.
Remove grease, oil, bitumen, form-release agents, paints, curing compounds, acid residues, and otherD.
penetrating contaminants or film-forming coatings from concrete.
Remove fins, ridges, and other projections, and fill honeycomb, aggregate pockets, holes, and other voids.E.
PREPARATION AT TERMINATIONS, PENETRATIONS, AND CORNERS3.3
Prepare surfaces at terminations and penetrations through waterproofing and at expansion joints, drains,A.
sleeves, and corners according to waterproofing manufacturer's written instructions and to
recommendations in .
Apply waterproofing in two separate applications, and embed a joint reinforcing strip in the first preparationB.
coat when recommended by waterproofing manufacturer.
JOINT AND CRACK TREATMENT3.4
Prepare, treat, rout, and fill joints and cracks in substrate according to waterproofing manufacturer's writtenA.
instructions and to recommendations in . Before coating surfaces, remove dust and dirt from joints and
cracks according to ASTM D 4258.
Comply with ASTM C 1193 for joint-sealant installation.1.
Apply bond breaker on sealant surface, beneath preparation strip.2.
Prime substrate along each side of joint and apply a single thickness of preparation strip at least 63.
inches wide along each side of joint. Apply waterproofing in two separate applications and embed a
joint reinforcing strip in the first preparation coat.
WATERPROOFING APPLICATION3.5
Apply waterproofing according to manufacturer's written instructions and to recommendations in .A.
Start installing waterproofing in presence of manufacturer's technical representative.B.
Apply primer over prepared substrate unless otherwise instructed in writing by waterproofing manufacturer.C.
Reinforced Waterproofing Applications: Mix materials and apply waterproofing by roller, notchedD.
squeegee, trowel, or other suitable application method.
Apply first coat of waterproofing, embed membrane-reinforcing fabric, and apply second coat of1.
waterproofing to completely saturate reinforcing fabric and to obtain a seamless reinforced
membrane free of entrapped gases and pinholes, with an average dry film total thickness of [70
mils] [80 mils] [120 mils] <Insert dimension>.
Apply reinforced waterproofing to prepared wall terminations and vertical surfaces.2.
Verify manufacturer's recommended wet film thickness of waterproofing every 100 sq. ft..3.
Cure waterproofing, taking care to prevent contamination and damage during application and curing.E.
Install protection course with butted joints over waterproofing before starting subsequent constructionF.
operations.
For horizontal applications, install protection course loose laid over fully cured membrane.1.
For vertical applications, set protection course in nominally cured membrane, which will act as an2.
adhesive. If membrane cures before application of protection course, use adhesive.
Molded-sheet drainage panels may be used in place of a separate protection course for vertical3.
applications when approved in writing by waterproofing manufacturer.
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COLD FLUID-APPLIED WATERPROOFING
071416 - 3
13 February 2017
MOLDED-SHEET DRAINAGE PANEL INSTALLATION3.6
Place and secure molded-sheet drainage panels, with geotextile facing away from wall or deck substrate,A.
according to manufacturer's written instructions. Use adhesive or another method that does not penetrate
waterproofing. Lap edges and ends of geotextile to maintain continuity. Protect installed molded-sheet
drainage panels during subsequent construction.
For vertical applications, install before installing drainage panels.1.
FIELD QUALITY CONTROL3.7
Testing Agency: Engage a qualified testing agency to perform tests and inspections:A.
Testing agency shall verify thickness of waterproofing during application for each 600 sq. ft. of1.
installed waterproofing or part thereof.
Flood Testing: Flood test each deck area for leaks, according to recommendations in ASTM D2.
5957, after completing waterproofing but before overlaying construction is placed. Install temporary
containment assemblies, plug or dam drains, and flood with potable water.
Flood to an average depth of 2-1/2 inches with a minimum depth of 1 inch and nota.
exceeding a depth of 4 inches. Maintain 2 inches of clearance from top of sheet flashings.
Flood each area for 24 hours.b.
After flood testing, repair leaks, repeat flood tests, and make further repairs untilc.
waterproofing installation is watertight.
Electronic Leak-Detection Testing:3.
Testing agency shall test each deck area for leaks using an electronic leak-detectiona.
method that locates discontinuities in the waterproofing membrane.
Testing agency shall perform tests on abutting or overlapping smaller areas as necessary tob.
cover entire test area.
Testing agency shall create a conductive electronic field over the area of waterproofing toc.
be tested and electronically determine locations of discontinuities or leaks, if any, in the
waterproofing.
Testing agency shall provide survey report indicating locations of discontinuities, if any.d.
Manufacturer's Field Service: Engage a [full-time ]site representative qualified by waterproofingB.
membrane manufacturer to inspect substrate conditions, surface preparation, membrane application,
flashings, protection, and drainage components and to furnish daily reports to Architect.
If test results or inspections show waterproofing does not comply with requirements, remove and replaceC.
or repair the waterproofing as recommended in writing by manufacturer, and make further repairs after
retesting and inspecting until waterproofing installation passes.
Prepare test and inspection reports.D.
PROTECTION3.8
Do not permit foot or vehicular traffic on unprotected membrane.A.
Protect waterproofing from damage and wear during remainder of construction period.B.
Correct deficiencies in or remove waterproofing that does not comply with requirements; repair substrates,C.
reapply waterproofing, and repair sheet flashings.
Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommendedD.
in writing by manufacturer of affected construction.
END OF SECTION 071416
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COLD FLUID-APPLIED WATERPROOFING
071416 - 4
13 February 2017
SECTION 072600 - UNDER SLAB VAPOR BARRIER
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section includes:A.
Sheet materials for controlling vapor diffusion through concrete slabs-on-grade.1.
SUBMITTALS1.3
Written certification from the manufacturer that the materials and their application as noted in thisA.
Specification and on the Drawings is appropriate and approved for this project.
Product Data: Manufacturer's product data, specifications, and installation instructions. Include vaporB.
barrier manufacturer's requirements for placement, seaming and pipe book installation.
Installer Certificates: Signed by manufacturers certifying that installers comply with requirements.C.
Submit evidence that Installer's existing company has minimum of 5-years continuous experience inD.
application of specified materials.
QUALITY ASSURANCE1.4
Installer Qualifications: An experienced installer (applicator) who is acceptable to manufacturer, who hasA.
completed applications similar in material and extent to that required for this Project, and whose work has
resulted in construction with a record of successful in-service performance.
Source Limitations: Vapor Barrier and components to be from one source from a single manufacturer.B.
DELIVERY, STORAGE, AND HANDLING1.5
Deliver materials in original packages and containers, with seals unbroken, bearing manufacturer's labelsA.
indicating brand name and directions for storage and application.
Store materials in a clean dry location in accordance with manufacturer's written instructions to preventB.
deterioration from moisture or other detrimental effects.
Stack membrane on elevated wood platform to eliminate warping.C.
Protect materials during handling and application to prevent damage or contamination.D.
PROJECT CONDITIONS1.6
Environmental Limitations: Comply with manufacturer's written recommendations for substrateA.
temperature and moisture content, ambient temperature and humidity, ventilation, and other conditions
affecting materials performance. Do not apply on frozen ground.
Close areas to traffic during application and for time period after application recommended in writing byB.
manufacturer.
COORDINATION1.7
Coordinate placement of sheet vapor barrier with Division 03 sections.A.
Coordinate placement of sealer and hardener with Division 03 sections and with requirements of finishB.
flooring products, including adhesives, specified in Division 09 Sections.
PRODUCTSPART 2 -
MATERIALS2.1
Sheet Vapor Barrier:A.
Type: 20 mil polyolefin film meeting requirements of ASTM E 1745, Class A.1.
Water Vapor Transmittance (After mandatory condition per ASTM E 154 sections 8, 11, 12, 13):2.
Maximum perm rating of 0.01 as tested in accordance with ASTM E 1745 Section 7.
Strength: ASTM E 1745: Class A.3.
Acceptable Products:B.
Subject to compliance with requirements, provide one of the following:1.
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Kirkpatrick Architecture Studio
Issue for Bid
UNDER SLAB VAPOR BARRIER
072600 - 1
13 February 2017
Stego Wrap Vapor Barrier by Stego Industries, LLC, 20 mils.a.
Perminator by W.R. Meadows.b.
Xtreme by Tex-Trude.c.
Husky Yellow Guard.d.
Accessories:C.
Bonding Agent: Manufacturer's approved or recommended vapor barrier bonding agent.1.
Sealing and Seaming Tape: High density polyethylene tape a minimum of 4 inches in width,2.
compatible with vapor barrier membrane, and manufactured by or recommended by vapor barrier
membrane manufacturer. Tape for joints shall have at least the same permeability rating as the
vapor barrier specified.
Perimeter Sealing Tape: Accessory tape capable of mechanically bonding vapor barrier membrane3.
to concrete.
Acceptable Product: Stego Crete Claw by Stego Industries LLC, (887) 464-7834a.
www.stegoindustries.com.
Vapor Proofing Mastic: Manufacturer's approved or recommended vapor proofing mastic with the4.
same permeability rating as the vapor barrier specified.
Pipe Boot: Construct pipe boots from vapor barrier material and pressure sensitive tape in5.
accordance with manufacturer's instructions.
EXECUTIONPART 3 -
EXAMINATION3.1
Examine surfaces to receive membrane. Notify Architect if surfaces are not acceptable. Do not beginA.
surface preparation or application until unacceptable conditions have been corrected.
INSTALLATION3.2
Vapor Barrier:A.
Place, protect, and repair vapor barrier sheets according to ASTM E 1643 and manufacturer's1.
written instructions.
Unroll vapor barrier with the longest dimension parallel with the direction of the concrete pour.2.
Install vapor barrier without tears, voids, and holes. Lap ends and edges as recommended by3.
manufacturer, but not less than 6 inches over adjacent sheets. Seal laps with tape.
Turn up sheets at perimeter, at footings and vertical walls, and against penetrations, and seal joints4.
with tape.
Seal joints, tears, holes, perimeter, and penetrations through vapor with tape in accordance with5.
manufacturer's recommendations.
Point exposed edges with pointing mastic to prevent water from traveling under membrane.6.
Adhere membrane to vertical surfaces with adhesive.7.
PROTECTION3.3
Protect complete membrane from damage. Prior to pouring concrete, inspect membrane for punctures orA.
damage and repair as required to maintain vapor barrier integrity.
END OF SECTION 072600
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UNDER SLAB VAPOR BARRIER
072600 - 2
13 February 2017
SECTION 079200 - JOINT SEALANTS
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section Includes:A.
Nonstaining silicone joint sealants.1.
Urethane joint sealants.2.
PREINSTALLATION MEETINGS1.3
Preinstallation Conference: Conduct conference at Project site.A.
ACTION SUBMITTALS1.4
Product Data: For each joint-sealant product.A.
Samples for Initial Selection: Manufacturer's color charts consisting of strips of cured sealants showing theB.
full range of colors available for each product exposed to view.
Joint-Sealant Schedule: Include the following information:C.
Joint-sealant application, joint location, and designation.1.
Joint-sealant manufacturer and product name.2.
Joint-sealant formulation.3.
Joint-sealant color.4.
INFORMATIONAL SUBMITTALS1.5
Product Test Reports: For each kind of joint sealant, for tests performed by manufacturer.A.
Preconstruction Laboratory Test Reports: From sealant manufacturer, indicating the following:B.
Materials forming joint substrates and joint-sealant backings have been tested for compatibility and1.
adhesion with joint sealants.
Interpretation of test results and written recommendations for primers and substrate preparation are2.
needed for adhesion.
Preconstruction Field-Adhesion-Test Reports: Indicate which sealants and joint preparation methodsC.
resulted in optimum adhesion to joint substrates based on testing specified in "Preconstruction Testing"
Article.
Field-Adhesion-Test Reports: For each sealant application tested.D.
QUALITY ASSURANCE1.6
Installer Qualifications: An authorized representative who is trained and approved by manufacturer.A.
Product Testing: Test joint sealants using a qualified testing agency.B.
Testing Agency Qualifications: Qualified according to ASTM C 1021 to conduct the testing1.
indicated.
Mockups: Install sealant in mockups of assemblies specified in other Sections that are indicated to receiveC.
joint sealants specified in this Section. Use materials and installation methods specified in this Section.
PRECONSTRUCTION TESTING1.7
Preconstruction Laboratory Testing: Submit to joint-sealant manufacturers, for testing indicated below,A.
samples of materials that will contact or affect joint sealants.
Adhesion Testing: Use ASTM C 794 to determine whether priming and other specific joint1.
preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint
substrates.
Compatibility Testing: Use ASTM C 1087 to determine sealant compatibility when in contact with2.
glazing and gasket materials.
Submit manufacturer's recommended number of pieces of each type of material, including joint3.
substrates, joint-sealant backings, and miscellaneous materials.
Schedule sufficient time for testing and analyzing results to prevent delaying the Work.4.
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Issue for Bid
JOINT SEALANTS
079200 - 1
13 February 2017
For materials failing tests, obtain joint-sealant manufacturer's written instructions for corrective5.
measures, including use of specially formulated primers.
Testing will not be required if joint-sealant manufacturers submit data that are based on previous6.
testing, not older than 24 months, of sealant products for adhesion to, staining of, and compatibility
with joint substrates and other materials matching those submitted.
Preconstruction Field-Adhesion Testing: Before installing sealants, field test their adhesion to Project jointB.
substrates as follows:
Locate test joints where indicated on Project or, if not indicated, as directed by Architect.1.
Conduct field tests for each kind of sealant and joint substrate.2.
Notify Architect seven days in advance of dates and times when test joints will be erected.3.
Arrange for tests to take place with joint-sealant manufacturer's technical representative present.4.
Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Handa.
Pull Tab, in Appendix X1.1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.
For joints with dissimilar substrates, verify adhesion to each substrate separately;1)
extend cut along one side, verifying adhesion to opposite side. Repeat procedure for
opposite side.
Report whether sealant failed to adhere to joint substrates or tore cohesively. Include data on pull5.
distance used to test each kind of product and joint substrate. For sealants that fail adhesively,
retest until satisfactory adhesion is obtained.
Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evidencing adhesive6.
failure from testing, in absence of other indications of noncompliance with requirements, will be
considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing.
FIELD CONDITIONS1.8
Do not proceed with installation of joint sealants under the following conditions:A.
When ambient and substrate temperature conditions are outside limits permitted by joint-sealant1.
manufacturer or are below 40 deg F.
When joint substrates are wet.2.
Where joint widths are less than those allowed by joint-sealant manufacturer for applications3.
indicated.
Where contaminants capable of interfering with adhesion have not yet been removed from joint4.
substrates.
WARRANTY1.9
Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply withA.
performance and other requirements specified in this Section within specified warranty period.
Warranty Period: Two years from date of Substantial Completion.1.
Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace thoseB.
joint sealants that do not comply with performance and other requirements specified in this Section within
specified warranty period.
Warranty Period: Five years from date of Substantial Completion.1.
Special warranties specified in this article exclude deterioration or failure of joint sealants from theC.
following:
Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's1.
written specifications for sealant elongation and compression.
Disintegration of joint substrates from causes exceeding design specifications.2.
Mechanical damage caused by individuals, tools, or other outside agents.3.
Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants.4.
PRODUCTSPART 2 -
JOINT SEALANTS, GENERAL2.1
Compatibility: Provide joint sealants, backings, and other related materials that are compatible with oneA.
another and with joint substrates under conditions of service and application, as demonstrated by
joint-sealant manufacturer, based on testing and field experience.
Colors of Exposed Joint Sealants: Match adjacent substrates unless indicated otherwise.B.
NONSTAINING SILICONE JOINT SEALANTS2.2
Nonstaining Joint Sealants: No staining of substrates when tested according to ASTM C 1248.A.
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Kirkpatrick Architecture Studio
Issue for Bid
JOINT SEALANTS
079200 - 2
13 February 2017
Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single-component, nonsag, plus 50 percent and minusB.
50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type S,
Grade NS, Class 50, Use NT.
Products: Subject to compliance with requirements, available products that may be incorporated1.
into the Work include, but are not limited to, the following:
Dow Corning Corporation; 795.a.
GE Construction Sealants; SilPruf NB.b.
Pecora Corporation; 864NST.c.
Tremco Incorporated; Spectrem 2.d.
Sika Corporation; Silasil WS295.e.
URETHANE JOINT SEALANTS2.3
Urethane, S, NS, 25, NT: Single-component, nonsag, nontraffic-use, plus 25 percent and minus 25 percentA.
movement capability, urethane joint sealant; ASTM C 920, Type S, Grade NS, Class 25, Use NT.
Products: Subject to compliance with requirements, available products that may be incorporated1.
into the Work include, but are not limited to, the following:
BASF Construction Chemicals, LLC, Building Systems; Sonalastic TX1.a.
Pecora Corporation; Dynatrol I-XL.b.
Sherwin-Williams Company (The); Stampede-1.c.
Sika Corporation U.S.; Sikaflex Textured Sealant.d.
Sika Corporation; Sikaflex 2c NS.e.
Tremco Incorporated; Dymonic.f.
Urethane, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movementB.
capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type S, Grade P, Class 25,
Uses T and NT.
Products: Subject to compliance with requirements, available products that may be incorporated1.
into the Work include, but are not limited to, the following:
BASF Construction Chemicals, LLC, Building Systems; Sonolastic SL 1.a.
Pecora Corporation; NR-201.b.
Sherwin-Williams Company (The); Stampede 1SL.c.
Sika Corporation; Sikaflex 2c SL.d.
Urethane, M, NS, 50, T, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent movementC.
capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade NS, Class 50,
Uses T and NT.
Products: Subject to compliance with requirements, available products that may be incorporated1.
into the Work include, but are not limited to, the following:
Tremco Incorporated; Dymeric 240.a.
Urethane, M, P, 50, T, NT: Multicomponent, pourable, plus 50 percent and minus 50 percent movementD.
capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade P, Class 50,
Uses T and NT.
Products: Subject to compliance with requirements, provide one of the following available products1.
that may be incorporated into the Work include, but are not limited to, the following:
LymTal International, Inc.; Iso-Flex 888QC.a.
Urethane, M, P, 25, T, NT: Multicomponent, pourable, plus 25 percent and minus 25 percent movementE.
capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type M, Grade P, Class 25,
Uses T and NT.
Products: Subject to compliance with requirements, available products that may be incorporated1.
into the Work include, but are not limited to, the following:
Bostik, Inc.; Chem-Calk 555-SL.a.
Pecora Corporation; Dynatrol II SGb.
Sherwin-Williams Company (The); Stampede-2SL.c.
Tremco Incorporated; THC 900/901.d.
Sika Corporation; Sika Sikaflex 2C SL.e.
JOINT-SEALANT BACKING2.4
Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, andA.
other joint fillers; and approved for applications indicated by sealant manufacturer based on field
experience and laboratory testing.
Manufacturers: Subject to compliance with requirements, available manufacturers offering products1.
that may be incorporated into the Work include, but are not limited to, the following:
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Kirkpatrick Architecture Studio
Issue for Bid
JOINT SEALANTS
079200 - 3
13 February 2017
BASF Construction Chemicals, LLC, Building Systems.a.
Construction Foam Products, a division of Nomaco, Inc.b.
Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin), and of sizeB.
and density to control sealant depth and otherwise contribute to producing optimum sealant performance.
Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer forC.
preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint.
Provide self-adhesive tape where applicable.
MISCELLANEOUS MATERIALS2.5
Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant toA.
joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.
Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealantB.
backing materials, free of oily residues or other substances capable of staining or harming joint substrates
and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to
joint substrates.
EXECUTIONPART 3 -
EXAMINATION3.1
Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirementsA.
for joint configuration, installation tolerances, and other conditions affecting performance of the Work.
Proceed with installation only after unsatisfactory conditions have been corrected.B.
PREPARATION3.2
Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply withA.
joint-sealant manufacturer's written instructions and the following requirements:
Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant,1.
including dust, paints (except for permanent, protective coatings tested and approved for sealant
adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing,
water repellents, water, surface dirt, and frost.
Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination2.
of these methods to produce a clean, sound substrate capable of developing optimum bond with
joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or
blowing out joints with oil-free compressed air. Porous joint substrates include the following:
Concrete.a.
Remove laitance and form-release agents from concrete.3.
Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain,4.
harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous
joint substrates include the following:
Metal.a.
Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated byB.
preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant
manufacturer's written instructions. Confine primers to areas of joint-sealant bond; do not allow spillage or
migration onto adjoining surfaces.
INSTALLATION OF JOINT SEALANTS3.3
General: Comply with joint-sealant manufacturer's written installation instructions for products andA.
applications indicated, unless more stringent requirements apply.
Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants asB.
applicable to materials, applications, and conditions indicated.
Install sealant backings of kind indicated to support sealants during application and at position required toC.
produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum
sealant movement capability.
Do not leave gaps between ends of sealant backings.1.
Do not stretch, twist, puncture, or tear sealant backings.2.
Remove absorbent sealant backings that have become wet before sealant application, and replace3.
them with dry materials.
Install bond-breaker tape behind sealants where sealant backings are not used between sealants andD.
backs of joints.
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Kirkpatrick Architecture Studio
Issue for Bid
JOINT SEALANTS
079200 - 4
13 February 2017
Install sealants using proven techniques that comply with the following and at the same time backings areE.
installed:
Place sealants so they directly contact and fully wet joint substrates.1.
Completely fill recesses in each joint configuration.2.
Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum3.
sealant movement capability.
Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins,F.
tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads
of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with
sides of joint.
Remove excess sealant from surfaces adjacent to joints.1.
Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor2.
sealants or adjacent surfaces.
Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated.3.
Provide flush joint profile at locations indicated on Drawings according to Figure 8B in ASTM C4.
1193.
Provide recessed joint configuration of recess depth and at locations indicated on Drawings5.
according to Figure 8C in ASTM C 1193.
Use masking tape to protect surfaces adjacent to recessed tooled joints.a.
FIELD QUALITY CONTROL3.4
Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows:A.
Extent of Testing: Test completed and cured sealant joints as follows:1.
Perform 10 tests for the first 1000 feet of joint length for each kind of sealant and jointa.
substrate.
Perform one test for each 1000 feet of joint length thereafter or one test per each floor perb.
elevation.
Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab,2.
in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521.
For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cuta.
along one side, verifying adhesion to opposite side. Repeat procedure for opposite side.
Inspect tested joints and report on the following:3.
Whether sealants filled joint cavities and are free of voids.a.
Whether sealant dimensions and configurations comply with specified requirements.b.
Whether sealants in joints connected to pulled-out portion failed to adhere to joint substratesc.
or tore cohesively. Include data on pull distance used to test each kind of product and joint
substrate. Compare these results to determine if adhesion complies with sealant
manufacturer's field-adhesion hand-pull test criteria.
Record test results in a field-adhesion-test log. Include dates when sealants were installed, names4.
of persons who installed sealants, test dates, test locations, whether joints were primed, adhesion
results and percent elongations, sealant material, sealant configuration, and sealant dimensions.
Repair sealants pulled from test area by applying new sealants following same procedures used5.
originally to seal joints. Ensure that original sealant surfaces are clean and that new sealant
contacts original sealant.
Evaluation of Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing orB.
noncompliance with other indicated requirements will be considered satisfactory. Remove sealants that fail
to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications
until test results prove sealants comply with indicated requirements.
CLEANING3.5
Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and withA.
cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints
occur.
PROTECTION3.6
Protect joint sealants during and after curing period from contact with contaminating substances and fromA.
damage resulting from construction operations or other causes so sealants are without deterioration or
damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut
out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired
areas are indistinguishable from original work.
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Issue for Bid
JOINT SEALANTS
079200 - 5
13 February 2017
JOINT-SEALANT SCHEDULE3.7
Joint-Sealant Application: Exterior joints in horizontal traffic surfaces.A.
Joint Locations:1.
Isolation and contraction joints in cast-in-place concrete slabs.a.
Other joints as indicated on Drawings.b.
Joint Sealant: Urethane, M, P, 50, T, NT.2.
Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.3.
Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces.B.
Joint Locations:1.
Construction joints in cast-in-place concrete.a.
Other joints as indicated on Drawings.b.
Joint Sealant: Silicone, nonstaining, S, NS, 50, NT Silicone, nonstaining, S, NS, 25, NT.2.
Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors.3.
END OF SECTION 079200
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Kirkpatrick Architecture Studio
Issue for Bid
JOINT SEALANTS
079200 - 6
13 February 2017
SECTION 311000 - SITE CLEARING
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section Includes:A.
Protecting existing vegetation to remain.1.
Clearing and grubbing.2.
Stripping and stockpiling topsoil.3.
Removing above- and below-grade site improvements.4.
Disconnecting, capping or sealing, and removing site utilities.5.
Temporary erosion- and sedimentation-control measures.6.
DEFINITIONS1.3
Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter andA.
soil organisms.
Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. InB.
undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments,
the surface soil can be subsoil.
Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in-place surfaceC.
soil and is the zone where plant roots grow.
Topsoil: Top layer of the soil profile consisting of existing native surface topsoil or existing in-place surfaceD.
soil and is the zone where plant roots grow. Its appearance is generally friable, pervious, and black or a
darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel,
and other objects more than 2 inches in diameter; and free of subsoil and weeds, roots, toxic materials, or
other nonsoil materials.
Plant-Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation toE.
be protected during construction, and indicated on Drawings.
Tree-Protection Zone: Area surrounding individual trees or groups of trees to be protected duringF.
construction, and defined by a circle concentric with each tree with a radius 1.5 times the diameter of the
drip line unless otherwise indicated.
Vegetation: Trees, shrubs, groundcovers, grass, and other plants.G.
MATERIAL OWNERSHIP1.4
Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain Owner'sA.
property, cleared materials shall become Contractor's property and shall be removed from Project site.
INFORMATIONAL SUBMITTALS1.5
Existing Conditions: Documentation of existing trees and plantings, adjoining construction, and siteA.
improvements that establishes preconstruction conditions that might be misconstrued as damage caused
by site clearing.
Use sufficiently detailed photographs or videotape.1.
Include plans and notations to indicate specific wounds and damage conditions of each tree or2.
other plants designated to remain.
Record Drawings: Identifying and accurately showing locations of capped utilities and other subsurfaceB.
structural, electrical, and mechanical conditions.
QUALITY ASSURANCE1.6
Preinstallation Conference: Conduct conference at Project site.A.
PROJECT CONDITIONS1.7
Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or usedA.
facilities during site-clearing operations.
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Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without1.
permission from Owner and authorities having jurisdiction.
Provide alternate routes around closed or obstructed traffic ways if required by Owner or authorities2.
having jurisdiction.
Improvements on Adjoining Property: Authority for performing site clearing indicated on property adjoiningB.
Owner's property will be obtained by Owner before award of Contract.
Do not proceed with work on adjoining property until directed by Architect.1.
Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises.C.
Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.D.
Do not commence site clearing operations until temporary erosion- and sedimentation-control andE.
plant-protection measures are in place.
The following practices are prohibited within protection zones:F.
Storage of construction materials, debris, or excavated material.1.
Parking vehicles or equipment.2.
Foot traffic.3.
Erection of sheds or structures.4.
Impoundment of water.5.
Excavation or other digging unless otherwise indicated.6.
Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated.7.
Do not direct vehicle or equipment exhaust towards protection zones.G.
Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones.H.
Soil Stripping, Handling, and Stockpiling: Perform only when the topsoil is dry or slightly moist.I.
PRODUCTSPART 2 -
MATERIALS2.1
Satisfactory Soil Material: Requirements for satisfactory soil material are specified in Section 312000A.
"Earth Moving."
Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site.1.
EXECUTIONPART 3 -
PREPARATION3.1
Protect and maintain benchmarks and survey control points from disturbance during construction.A.
Locate and clearly identify trees, shrubs, and other vegetation to remain or to be relocated. Flag each treeB.
trunk at 54 inches above the ground.
Protect existing site improvements to remain from damage during construction.C.
Restore damaged improvements to their original condition, as acceptable to Owner.1.
TEMPORARY EROSION AND SEDIMENTATION CONTROL3.2
Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge ofA.
soil-bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and
sedimentation-control Drawings and requirements of authorities having jurisdiction.
Verify that flows of water redirected from construction areas or generated by construction activity do notB.
enter or cross protection zones.
Inspect, maintain, and repair erosion- and sedimentation-control measures during construction untilC.
permanent vegetation has been established.
Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal.D.
TREE AND PLANT PROTECTION3.3
General: Protect trees and plants remaining on-site according to requirements in Section 015639A.
"Temporary Tree and Plant Protection."
Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damagedB.
by construction operations, in a manner approved by Architect.
EXISTING UTILITIES3.4
Owner will arrange for disconnecting and sealing indicated utilities that serve existing structures before siteA.
clearing, when requested by Contractor.
Verify that utilities have been disconnected and capped before proceeding with site clearing.1.
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Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place.B.
Arrange with utility companies to shut off indicated utilities.1.
Locate, identify, and disconnect utilities indicated to be abandoned in place.C.
Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unlessD.
permitted under the following conditions and then only after arranging to provide temporary utility services
according to requirements indicated:
Notify Owner not less than two days in advance of proposed utility interruptions.1.
Do not proceed with utility interruptions without Owner's written permission.2.
Excavate for and remove underground utilities indicated to be removed.E.
Removal of underground utilities is included in earthwork sections and with applicable fire suppression,F.
plumbing, HVAC, electrical, communications, electronic safety and security and utilities sections and
Section 024116 "Structure Demolition" and Section 024119 "Selective Demolition."
CLEARING AND GRUBBING3.5
Remove obstructions, trees, shrubs, and other vegetation to permit installation of new construction.A.
Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated.1.
Grind down stumps and remove roots, obstructions, and debris to a depth of 18 inches below2.
exposed subgrade.
Use only hand methods for grubbing within protection zones.3.
Chip removed tree branches and stockpile in areas approved by Architect.4.
Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless furtherB.
excavation or earthwork is indicated.
Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each1.
layer to a density equal to adjacent original ground.
TOPSOIL STRIPPING3.6
Remove sod and grass before stripping topsoil.A.
Strip topsoil to depth of 6 inches in a manner to prevent intermingling with underlying subsoil or otherB.
waste materials.
Remove subsoil and nonsoil materials from topsoil, including clay lumps, gravel, and other objects1.
more than 2 inches in diameter; trash, debris, weeds, roots, and other waste materials.
Stockpile topsoil away from edge of excavations without intermixing with subsoil. Grade and shapeC.
stockpiles to drain surface water. Cover to prevent windblown dust and erosion by water.
Limit height of topsoil stockpiles to 72 inches.1.
Do not stockpile topsoil within protection zones.2.
Stockpile surplus topsoil to allow for respreading deeper topsoil.3.
SITE IMPROVEMENTS3.7
Remove existing above- and below-grade improvements as indicated and necessary to facilitate newA.
construction.
Remove slabs, paving, curbs, gutters, and aggregate base as indicated.B.
Unless existing full-depth joints coincide with line of demolition, neatly saw-cut along line of existing1.
pavement to remain before removing adjacent existing pavement. Saw-cut faces vertically.
Paint cut ends of steel reinforcement in concrete to remain with two coats of antirust coating,2.
following coating manufacturer's written instructions. Keep paint off surfaces that will remain
exposed.
DISPOSAL OF SURPLUS AND WASTE MATERIALS3.8
Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materialsA.
including trash and debris, and legally dispose of them off Owner's property.
Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store orB.
stockpile without intermixing with other materials and transport them to recycling facilities. Do not interfere
with other Project work.
END OF SECTION 311000
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SECTION 321313 - CONCRETE PAVING
GENERALPART 1 -
RELATED DOCUMENTS1.1
Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.
Division 01 Specification Sections, apply to this Section.
SUMMARY1.2
Section Includes:A.
Walks.1.
DEFINITIONS1.3
Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulicA.
cement, fly ash and other pozzolans, and ground granulated blast-furnace slag.
ACTION SUBMITTALS1.4
Product Data: For each type of product indicated.A.
Samples for Initial Selection: For each type of product, ingredient, or admixture requiring color selection.B.
Other Action Submittals:C.
Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when1.
characteristics of materials, Project conditions, weather, test results, or other circumstances
warrant adjustments.
INFORMATIONAL SUBMITTALS1.5
Qualification Data: For qualified ready-mix concrete manufacturer.A.
Material Certificates: For the following, from manufacturer:B.
Cementitious materials.1.
Steel reinforcement and reinforcement accessories.2.
Admixtures.3.
Curing compounds.4.
Applied finish materials.5.
Bonding agent or epoxy adhesive.6.
Joint fillers.7.
Material Test Reports: For each of the following:C.
Aggregates. Include service-record data indicating absence of deleterious expansion of concrete1.
due to alkali-aggregate reactivity.
QUALITY ASSURANCE1.6
Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixedA.
concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and
equipment.
Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production1.
Facilities" (Quality Control Manual - Section 3, "Plant Certification Checklist").
Testing Agency Qualifications: Qualified according to ASTM C 1077 and ASTM E 329 for testingB.
indicated.
Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade1.
1, according to ACI CP-1 or an equivalent certification program.
Concrete Testing Service: Engage a qualified testing agency to perform material evaluation tests and toC.
design concrete mixtures.
ACI Publications: Comply with ACI 301 unless otherwise indicated.D.
Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aestheticE.
effects and set quality standards for materials and execution.
Build mockups of full-thickness sections of concrete paving to demonstrate typical joints; surface1.
finish, texture, and color; curing; and standard of workmanship.
Approval of mockups does not constitute approval of deviations from the Contract Documents2.
contained in mockups unless Architect specifically approves such deviations in writing.
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Approved mockups may become part of the completed Work if undisturbed at time of Substantial3.
Completion.
Preinstallation Conference: Conduct conference at Project site.F.
Review methods and procedures related to concrete paving, including but not limited to, the1.
following:
Concrete mixture design.a.
Quality control of concrete materials and concrete paving construction practices.b.
Require representatives of each entity directly concerned with concrete paving to attend, including2.
the following:
Contractor's superintendent.a.
Independent testing agency responsible for concrete design mixtures.b.
Concrete paving subcontractor.c.
PROJECT CONDITIONS1.7
Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other constructionA.
activities.
PRODUCTSPART 2 -
FORMS2.1
Form Materials: Plywood, metal, metal-framed plywood, or other approved panel-type materials to provideA.
full-depth, continuous, straight, and smooth exposed surfaces.
Use flexible or uniformly curved forms for curves with a radius of 100 feet or less. Do not use1.
notched and bent forms.
Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, orB.
adversely affect concrete surfaces and that will not impair subsequent treatments of concrete surfaces.
STEEL REINFORCEMENT2.2
Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed.A.
Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fasteningB.
reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to
CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive
strength than concrete specified, and as follows:
Equip wire bar supports with sand plates or horizontal runners where base material will not support1.
chair legs.
For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire bar2.
supports.
CONCRETE MATERIALS2.3
Cementitious Material: Use the following cementitious materials, of same type, brand, and sourceA.
throughout Project:
Portland Cement: ASTM C 150, gray portland cement Type I. Supplement with the following:1.
Fly Ash: ASTM C 618, Class C.a.
Normal-Weight Aggregates: ASTM C 33, Class 4M, uniformly graded. Provide aggregates from a singleB.
source with documented service-record data of at least 10 years' satisfactory service in similar paving
applications and service conditions using similar aggregates and cementitious materials.
Maximum Coarse-Aggregate Size: 1-1/2 inches nominal.1.
Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.2.
Water: Potable and complying with ASTM C 94/C 94M.C.
Air-Entraining Admixture: ASTM C 260.D.
Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and toE.
contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material.
Water-Reducing Admixture: ASTM C 494/C 494M, Type A.1.
High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.2.
Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures;F.
color stable, free of carbon black, nonfading, and resistant to lime and other alkalis.
Manufacturers: Subject to compliance with requirements, provide products by one of the following:1.
Davis Colors.a.
QC Construction Products.b.
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Scofield, L. M. Company.c.
Solomon Colors, Inc.d.
Color: As selected by Architect from manufacturer's full range.2.
CURING MATERIALS2.4
Absorptive Cover: AASHTO M 182, Class 3, burlap cloth made from jute or kenaf, weighing approximatelyA.
9 oz./sq. yd. dry.
Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.B.
Water: Potable.C.
Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application to freshD.
concrete.
Products: Subject to compliance with requirements, provide one of the following:1.
BASF Construction Chemicals, LLC; Confilm.a.
Conspec by Dayton Superior; Aquafilm.b.
Dayton Superior Corporation; Sure Film (J-74).c.
Euclid Chemical Company (The), an RPM company; Eucobar.d.
L&M Construction Chemicals, Inc.; E-CON.e.
Meadows, W. R., Inc.; EVAPRE.f.
Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.E.
Products: Subject to compliance with requirements, provide one of the following:1.
Anti-Hydro International, Inc.; A-H Curing Compound #2 DR WB.a.
Conspec by Dayton Superior; DSSCC Clear Resin Cure.b.
Euclid Chemical Company (The), an RPM company; Kurez W VOX.c.
L&M Construction Chemicals, Inc.; L&M CURE R.d.
Meadows, W. R., Inc.; 1100-CLEAR SERIES.e.
Symons by Dayton Superior; Resi-Chem Clear.f.
RELATED MATERIALS2.5
Joint Fillers: ASTM D 1751, asphalt-saturated cellulosic fiber in preformed strips.A.
Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene.B.
Pigmented Mineral Dry-Shake Hardener: Factory-packaged, dry combination of portland cement, gradedC.
quartz aggregate, color pigments, and plasticizing admixture. Use color pigments that are finely ground,
nonfading mineral oxides interground with cement.
Products: Subject to compliance with requirements, provide one of the following:1.
Dayton Superior Corporation; Quartz Tuff.a.
L&M Construction Chemicals, Inc.; QUARTZPLATE FF.b.
Scofield, L. M. Company; LITHOCHROME Color Hardener.c.
Color: As selected by Architect from manufacturer's full range.2.
CONCRETE MIXTURES2.6
Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weightA.
concrete, and as determined by either laboratory trial mixtures or field experience.
Use a qualified independent testing agency for preparing and reporting proposed concrete design1.
mixtures for the trial batch method.
When automatic machine placement is used, determine design mixtures and obtain laboratory test2.
results that meet or exceed requirements.
Proportion mixtures to provide normal-weight concrete with the following properties:B.
Compressive Strength (28 Days): Refer to civil engineering drawings for vehicular paving. 30001.
psifor pedestrian paving.
Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45.2.
Slump Limit: 5 inches, plus or minus 1 inch.3.
Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight concrete at pointC.
of placement having an air content as follows:
Air Content: 5-1/2 percent plus or minus 1.5 percent for 1-1/2-inch nominal maximum aggregate1.
size.
Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement.D.
Chemical Admixtures: Use admixtures according to manufacturer's written instructions.E.
Use water-reducing admixture high-range, water-reducing admixture in concrete as required for1.
placement and workability.
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Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cementF.
in concrete as follows:
Fly Ash or Pozzolan: 25 percent.1.
Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions andG.
to result in hardened concrete color consistent with approved mockup.
EXECUTIONPART 3 -
EXAMINATION3.1
Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional,A.
grading, and elevation tolerances.
Proof-roll prepared subbase surface below concrete paving to identify soft pockets and areas of excessB.
yielding.
Completely proof-roll subbase in one direction[ and repeat in perpendicular direction]. Limit1.
vehicle speed to 3 mph.
Proof-roll with a pneumatic-tired and loaded, 10-wheel, tandem-axle dump truck weighing not less2.
than 15 tons.
Correct subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2 inch3.
according to requirements in Section 312000 "Earth Moving."
Proceed with installation only after unsatisfactory conditions have been corrected.C.
PREPARATION3.2
Remove loose material from compacted subbase surface immediately before placing concrete.A.
EDGE FORMS AND SCREED CONSTRUCTION3.3
Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades,A.
and elevations. Install forms to allow continuous progress of work and so forms can remain in place at
least 24 hours after concrete placement.
Clean forms after each use and coat with form-release agent to ensure separation from concrete withoutB.
damage.
STEEL REINFORCEMENT3.4
General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supportingA.
reinforcement.
Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing materials.B.
Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concreteC.
placement. Maintain minimum cover to reinforcement.
JOINTS3.5
General: Form construction, isolation, and contraction joints and tool edges true to line, with facesA.
perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unless
otherwise indicated.
When joining existing paving, place transverse joints to align with previously placed joints unless1.
otherwise indicated.
Construction Joints: Set construction joints at side and end terminations of paving and at locations whereB.
paving operations are stopped for more than one-half hour unless paving terminates at isolation joints.
Continue steel reinforcement across construction joints unless otherwise indicated. Do not1.
continue reinforcement through sides of paving strips unless otherwise indicated.
Butt Joints: Use bonding agent at joint locations where fresh concrete is placed against hardened2.
or partially hardened concrete surfaces.
Keyed Joints: Provide preformed keyway-section forms or bulkhead forms with keys unless3.
otherwise indicated. Embed keys at least 1-1/2 inches into concrete.
Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or4.
coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint.
Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated.C.
Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows, to
match jointing of existing adjacent concrete paving:
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Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of1.
joint with grooving tool to a 1/4-inch radius. Repeat grooving of contraction joints after applying
surface finishes.
Tolerance: Ensure that grooved joints are within 3 inches either way from centers ofa.
dowels.
Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or2.
diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear,
abrade, or otherwise damage surface and before developing random contraction cracks.
Tolerance: Ensure that sawed joints are within 3 inches either way from centers of dowels.a.
Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging toolD.
to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate edging-tool marks
on concrete surfaces.
CONCRETE PLACEMENT3.6
Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to beA.
embedded or cast-in.
Remove snow, ice, or frost from subbase surface and steel reinforcement before placing concrete. Do notB.
place concrete on frozen surfaces.
Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not placeC.
concrete around manholes or other structures until they are at required finish elevation and alignment.
Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete.D.
Do not add water to concrete during delivery or at Project site. Do not add water to fresh concrete afterE.
testing.
Deposit and spread concrete in a continuous operation between transverse joints. Do not push or dragF.
concrete into place or use vibrators to move concrete into place.
Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented by handG.
spading, rodding, or tamping.
Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator.1.
Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square-faced
shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating
reinforcement dowels joint devices.
Screed paving surface with a straightedge and strike off.H.
Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface planeI.
before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces
before beginning finishing operations or spreading surface treatments.
Curbs and Gutters: Use design mixture for automatic machine placement. Produce curbs and gutters toJ.
required cross section, lines, grades, finish, and jointing.
Slip-Form Paving: Use design mixture for automatic machine placement. Produce paving to requiredK.
thickness, lines, grades, finish, and jointing.
Compact subbase and prepare subgrade of sufficient width to prevent displacement of slip-form1.
paving machine during operations.
Cold-Weather Placement: Protect concrete work from physical damage or reduced strength that could beL.
caused by frost, freezing, or low temperatures. Comply with ACI 306.1 and the following:
When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat water and1.
aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F and
not more than 80 deg F at point of placement.
Do not use frozen materials or materials containing ice or snow.2.
Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical3.
accelerators unless otherwise specified and approved in design mixtures.
Hot-Weather Placement: Comply with ACI 301 and as follows when hot-weather conditions exist:M.
Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time of1.
placement. Chilled mixing water or chopped ice may be used to control temperature, provided
water equivalent of ice is calculated in total amount of mixing water. Using liquid nitrogen to cool
concrete is Contractor's option.
Cover steel reinforcement with water-soaked burlap so steel temperature will not exceed ambient2.
air temperature immediately before embedding in concrete.
Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade3.
moisture uniform without standing water, soft spots, or dry areas.
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FLOAT FINISHING3.7
General: Do not add water to concrete surfaces during finishing operations.A.
Float Finish: Begin the second floating operation when bleed-water sheen has disappeared and concreteB.
surface has stiffened sufficiently to permit operations. Float surface with power-driven floats or by hand
floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots
and fill low spots. Refloat surface immediately to uniform granular texture.
Medium-to-Fine-Textured Broom Finish: Draw a soft-bristle broom across float-finished concrete1.
surface perpendicular to line of traffic to provide a uniform, fine-line texture.
SPECIAL FINISHES3.8
Pigmented Mineral Dry-Shake Hardener Finish: After initial floating, apply dry-shake materials to pavingA.
surface according to manufacturer's written instructions and as follows:
Uniformly spread dry-shake hardener at a rate of 100 lb/100 sq. ft., unless greater amount is1.
recommended by manufacturer to match paving color required.
Uniformly distribute approximately two-thirds of dry-shake hardener over the concrete surface with2.
mechanical spreader; allow hardener to absorb moisture and embed it by power floating. Follow
power floating with a second application of pigmented mineral dry-shake hardener, uniformly
distributing remainder of material at right angles to first application to ensure uniform color, and
embed hardener by final power floating.
After final power floating, apply a hand-trowel finish followed by a broom finish.3.
Cure concrete with curing compound recommended by dry-shake hardener manufacturer. Apply4.
curing compound immediately after final finishing.
CONCRETE PROTECTION AND CURING3.9
General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.A.
Comply with ACI 306.1 for cold-weather protection.B.
Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditionsC.
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.
Begin curing after finishing concrete but not before free water has disappeared from concrete surface.D.
Curing Methods: Cure concrete by moisture curing moisture-retaining-cover curing curing compound or aE.
combination of these as follows:
Moisture Curing: Keep surfaces continuously moist for not less than seven days with the following1.
materials:
Water.a.
Continuous water-fog spray.b.
Absorptive cover, water saturated and kept continuously wet. Cover concrete surfaces andc.
edges with 12-inch lap over adjacent absorptive covers.
Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover, placed in2.
widest practicable width, with sides and ends lapped at least 12 inches and sealed by waterproof
tape or adhesive. Immediately repair any holes or tears occurring during installation or curing
period using cover material and waterproof tape.
Curing Compound: Apply uniformly in continuous operation by power spray or roller according to3.
manufacturer's written instructions. Recoat areas that have been subjected to heavy rainfall within
three hours after initial application. Maintain continuity of coating, and repair damage during curing
period.
PAVING TOLERANCES3.10
Comply with tolerances in ACI 117 and as follows:A.
Elevation: 3/4 inch.1.
Thickness: Plus 3/8 inch, minus 1/4 inch.2.
Surface: Gap below 10-foot- long, unleveled straightedge not to exceed 1/2 inch.3.
Joint Spacing: 3 inches.4.
Contraction Joint Depth: Plus 1/4 inch, no minus.5.
Joint Width: Plus 1/8 inch, no minus.6.
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Kirkpatrick Architecture Studio
Issue for Bid
CONCRETE PAVING
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13 February 2017
FIELD QUALITY CONTROL3.11
Testing Agency: Engage a qualified testing agency to perform tests and inspections.A.
Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172B.
shall be performed according to the following requirements:
Testing Frequency: Obtain at least one composite sample for each [100 cu. yd.] [5000 sq. ft.] or1.
fraction thereof of each concrete mixture placed each day.
When frequency of testing will provide fewer than five compressive-strength tests for eacha.
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 not2.
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; one test for each composite sample, but not less than3.
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 F4.
and below and when it is 80 deg F and above, and one test for each composite sample.
Compression Test Specimens: ASTM C 31/C 31M; cast and laboratory cure one set of three5.
standard cylinder specimens for each composite sample.
Compressive-Strength Tests: ASTM C 39/C 39M; test one specimen at seven days and two6.
specimens at 28 days.
A compressive-strength test shall be the average compressive strength from two specimensa.
obtained from same composite sample and tested at 28 days.
Strength of each concrete mixture will be satisfactory if average of any three consecutiveC.
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 hoursD.
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 byE.
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 resultsF.
indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as
directed by Architect.
Concrete paving will be considered defective if it does not pass tests and inspections.G.
Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance ofH.
replaced or additional work with specified requirements.
Prepare test and inspection reports.I.
REPAIRS AND PROTECTION3.12
Remove and replace concrete paving that is broken, damaged, or defective or that does not comply withA.
requirements in this Section. Remove work in complete sections from joint to joint unless otherwise
approved by Architect.
Drill test cores, where directed by Architect, when necessary to determine magnitude of cracks orB.
defective areas. Fill drilled core holes in satisfactory paving areas with portland cement concrete bonded
to paving with epoxy adhesive.
Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after placement.C.
When construction traffic is permitted, maintain paving as clean as possible by removing surface stains
and spillage of materials as they occur.
Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving notD.
more than two days before date scheduled for Substantial Completion inspections.
END OF SECTION 321313
Denton 911 Memorial
Kirkpatrick Architecture Studio
Issue for Bid
CONCRETE PAVING
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13 February 2017
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Denton 911 Memorial
Kirkpatrick Architecture Studio
Issue for Bid
CONCRETE PAVING
321313 - 8
13 February 2017