10_-_BKTZ172003_Specifications_Package_2.pdf

PROJECT MANUAL

FOR THE PROJECT TITLED

BKTZ 162009

REPAIR FACADE BUILDING 720

at

BERRY AIR FIELD

CONTRACTING OFFICER:

TENNESSEE AIR NATIONAL GUARD

NASHVILLE, TN

DESIGNER:

Goodwin Mills & Cawood 3310 West End Avenue, Suite 420

Nashville, TN 37203 Tel 615-333-7200 Fax 615-333-0529

GMC Project #: ANAS170004

CONSULTING MPE ENGINEERS:

Edmonds Engineering

51 Century Blvd, Suite 350

Nashville, TN 37214

CONSULTING STRUCTURAL ENGINEERS:

Latta Structural Engineers LLC

8005 Church St E, Suite 216

Brentwood, TN 37207

(Now part of

BKTZ172003)

(PACKAGE 2)

fvelastegui Snapshot

Repair Façade, Building 720 BKTZ162009

Nashville, TN Tennessee Air National Guard

PROJECT INFORMATION Section 00 01 02

SECTION 00 01 02

PROJECT INFORMATION

PART 1 GENERAL

1.01 PROJECT IDENTIFICATION

A. Project Name: Repair Facade Building B720

B. Government Project Number: BKTZ 162014

C. Project Location:

Berry Air Field, Nashville International Airport

1 Terminal Drive

Nashville, TN 37214

C. The Owner, hereinafter referred to as Government: Tennessee Air National Guard (TNANG).

1.02 PROJECT DESCRIPTION

A. Summary Project Description: Modify the chiller plant operation by modifying the piping to be in parallel in lieu of series. The existing chiller internal piping package shall be removed and new external pumping system shall be provided. The associated control system shall be modified appropriately for a parallel chiller plant.

1.03 PROJECT CONSULTANTS

A. The Architect, hereinafter referred to as Architect: Goodwyn Mills and Cawood.

1. Address: 3310 West End Ave, Ste. 420.

2. City, State, Zip: Nashville, TN 37203.

3. Contact: Patrick Neuber

3. Phone/Fax: 615-333-7200.

4. E-mail: patrick.neuber@gmcnetwork.com.

B. The Mechanical, Electrical, and Plumbing Engineers, hereinafter referred to as the Engineer:

Edmonds Engineering

1. Address: 51 Century Blvd, Suite 350

2. City, State, Zip: Nashville, TN 37214.

3. Phone/Fax: 615-265-8071

4. E-mail: tworley@edmondsengineering.com

C. The Structural Engineers, hereinafter referred to as the Engineer: Latta Structural Engineers, LLC

1. Address: 8005 Church St E, Ste 216

2. City, State, Zip: Brentwood, TN 37207.

3. Phone/Fax: 615-750-3268

4. E-mail: tlatta@lattase.com

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION

mailto:patrick.neuber@gmcnetwork.com mailto:tworley@edmondsengineering.com

SEALS Section 00 01 05 Page 1

SECTION 00 01 05

SEALS

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TABLE OF CONTENTS Section 00 01 10 Page 1

SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 00 01 01 - Project Manual Cover

B. 00 01 02 – Project Information

C. 00 01 05 - Seals Page

D. 00 01 10 - Table of Contents

E. 00 01 15 – List of Drawings

2.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. 01 00 00 – NOT USED

B. 01 10 00 - Summary

C. 01 10 37 – NOT USED

D. 01 10 40 – Coordination

E. 01 10 60 – Regulatory Requirements

F. 01 12 00 – NOT USED

G. 01 13 00 – Submittals

H. 01 13 40 – Submittal Matrix

I. 01 14 00 – Quality Control Services

J. 01 15 00 – NOT USED

K. 01 16 00 – NOT USED

L. 01 17 00 – Contract Closeout

M. 01 17 20 – Project Record Documents

N. 01 17 30 – Operations and Maintenance Data

O. 01 74 00 - Cleaning

2.02 DIVISION 02 -- EXISTING CONDITIONS

A. 02 41 00 – Demolition

2.03 DIVISION 03 -- CONCRETE

A. 03 31 00 – Concrete Work

2.02 DIVISION 04 -- MASONRY

A. 04 20 00 – Unit Masonry

2.02 DIVISION 05 -- METALS

A. 05 12 00 – Structural Steel

B. 05 41 00 -- Cold Formed Metal Roof Trusses

2.02 DIVISION 06 – WOODS, PLASTIC, AND COMPOSITES

NOT USED

TABLE OF CONTENTS Section 00 01 10 Page 2

2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

A. 07 90 05 - Joint Sealers

2.08 DIVISION 08 -- OPENINGS

A. 08 11 13 - Hollow Metal Doors and Frames

B. 08 39 53 – Blast Resistant Door and Frames

C. 08 71 00 – Door Hardware

2.09 DIVISION 09 -- FINISHES

A. 09 21 16 - Gypsum Board Assemblies

B. 09 51 00 – Suspended Acoustical Ceilings

C. 09 90 00.01 - Paints and Coating

2.10 DIVISION 10 -- SPECIALTIES

NOT USED

2.11 DIVISION 11 -- EQUIPMENT

NOT USED

2.12 DIVISION 10 -- FURNISHINGS

NOT USED

2.13 DIVISION 10 – SPECIAL CONSTRUCTION

NOT USED

2.14 DIVISION 10 – CONVEYING EQUIPMENT

NOT USED

2.15 DIVISION 21 -- FIRE SUPPRESSION

A. 21 13 13.00 10 - Wet Pipe Sprinkler System, Fire Protection

2.22 DIVISION 22 -- PLUMBING

NOT USED

2.23 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

A. 23 00 00 -- Air Supply, Distribution, Ventilation, and Exhaust Systems

B. 23 05 93 - Testing, Adjusting, and Balancing for HVAC

C. 23 07 00 - Thermal Insulation for Mechanical Systems

D. 23 23 00 - Refrigerant Piping

E. 23 31 13.00 40 - Metal Ducts

F. 23 37 13.00 40 - Diffusers, Registers and Grills

2.25 DIVISION 25 – INTEGRATED AUTOMATION

NOT USED

2.26 DIVISION 26 -- ELECTRICAL

A. 26 00 00.00 20 – Basic Electrical Materials and Methods

B. 26 05 19.10 10– Insulated Wire and Cable

C. 26 51 00 – Interior Lighting

D. 26 56 00 – Exterior Lighting

TABLE OF CONTENTS Section 00 01 10 Page 3

2.28 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

A. 28 31 64.00 10 – Fire Detections and Alarm System, Addressable

2.29 DIVISION 32 – EXTERIOR IMPROVEMENTS

A. 32 32 23 – Segmental Retaining Wall Systems

END OF TABLE OF CONTENTS

LIST OF DRAWINGS Section 00 01 15 Page 1

SECTION 00 01 15

LIST OF DRAWINGS

GENERAL

T1 Title Sheet

CIVIL

C1.00 Site Plan

ARCHITECTURAL

A0.01 Demolition Plan

A0.41 Demolition Elevations

A0.42 Demolition Elevation & Window

A1.01 Floor Plan

A1.11 TMO Area

A4.01 Exterior Elevations

A4.02 Exterior Elevations

A4.03 Exterior Elevations & Window Opening

A4.11 Large Canopy

A4.12 Large Canopy Details

A4.14 Small Canopy

A6.01 Door Details & Schedule

STRUCTURAL

S1.00 General Notes

S2.00 Plans & Sections

MECHANICAL

M0.01 HVAC – Demolition T-M-O Level Plan

M1.01 HVAC –T-M-O Level Plan

ELECTRICAL

E0.01 Electrical Legend

E0.02 Electrical Details

E0.03 Electrical Fixture Schedule and Panel Schedules

E1.00A Electrical Demolition T-M-O Level Plan

E1.00B Electrical Demolition Main Level Plan

ES0.01 Electrical – Site Plan

LIST OF DRAWINGS Section 00 01 15 Page 2

E1.02 Lighting – Main Level Plan

E2.01 Power – T-M-O Level Plan

E3.01 Systems– T-M-O Level Plan

ES0.01 Electrical – Site Plan

FIRE PROTECTION

FP0.01 Fire Protection - Demolition T-M-O Level Plan

FP0.02 Fire Protection - T-M-O Level Plan

END OF TABLE OF SECTION

072308 SUMMARY OF WORK 01 10 00-1

SECTION 01 10 00

SUMMARY OF THE WORK

PART 1 GENERAL

1.1 SUMMARY

A. The "Project," of which the "Work" of this Contract is a part, is titled “Repair Façade Building 720.”

B. The "Work" of this Contract is defined in the Contract Documents to include furnishing and paying for all necessary materials, labor, tools, equipment, and other items, and constructing complete in every detail and ready for Government’s beneficial use, as specified herein, and/or indicated on the contract documents listed elsewhere in these specifications.

C. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General

Conditions, Supplementary Conditions, and other Sections in Division 1 of these Specifications.

1.2 INTENT OF CONTRACT DOCUMENTS

A. If there are any conflict or discrepancy within or between any of the Contract Documents involving the quality or quantity of work required, it is the intention of the Contract that the work of highest quality or greatest quantity shown or specified shall be furnished, unless such conflict or discrepancy shall have been brought to the Contracting Officer’s attention and clarified by

Addendum prior to the opening of bids.

B. Whether or not the work “All” is used in the specifications, coverage is intended to be complete, except where partial coverage is specifically and expressly noted. In all cases where an item is referred to in the singular number, it is intended that the reference shall apply to as many such items as are required to complete the work. Words such as “Install”, “Provide”, “Furnish”, and “Supply” shall be construed as meaning complete furnishing, installing, and constructing unless modified by additional information.

C. Where brand names or equal appear throughout these specifications and drawings, they are used only as establishing a standard of quality and shall not be construed as limiting competition.

1.3 VERIFICATIONS OF DIMENSIONS

A. Before proceeding with any work dependent upon the data involved, the contractor shall field check and verify all dimensions, grades, line levels, or other conditions of limitations at the site and building to avoid construction errors. If any work is performed by the contractor or by his

Subcontractors prior to adequate verification of applicable data, any resultant extra cost for adjustment of work to conform to existing limitations shall be borne by the contractor without reimbursement or compensation by the Government

1.4 SUBSTANTIAL COMPLETION OF THE WORK

A. Upon substantial completion of any phase of the work, the Government shall assume complete responsibility for the maintenance and operation of the heating, ventilating and air conditioning

072308 SUMMARY OF WORK 01 10 00-2

system and service utilities in that portion of the project.

B. The Government shall also become responsible for all other maintenance and damage and ordinary wear and tear and, with the exception of items under guarantee, the cost of repairs or restoration during the period between substantial and final completion.

C. Upon substantial completion, payments for work in the substantially complete portion of the work shall be released to the Contractor, except for the retainage and an amount to cover the cost of the incomplete or deficient items included in the punch list made at the inspection to determine substantial completion. The amount shall be approximately the value of the punch list items as estimated by the Contracting Officer.

D. The Contractor shall arrange a schedule to complete punch list items in the designated time by working during regular working hours.

1.5 BUILDING PRODUCT USE

A. It is the responsibility of the Contractor to inform himself concerning the applications of the products he uses to follow the directions of the Contracting Officer and manufacturer.

B. In the event of disagreement between the Contract Documents and the manufacturer’s directions, the Contractor will obtain written instructions from the Contracting Officer before proceeding with the installation.

C. If the Contractor has knowledge of or reason to believe the likelihood of failure, he will transmit such knowledge to the Contracting Officer, and ask for written instructions before proceeding with the work.

END OF SECTION

SUMMARY Section 00 01 10 Page 1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

Project Location: 240 KNAPP BLVD, NASHVILLE, TN 37217

1.01 SUMMARY

The project includes both exterior and interior renovations. The façade of the building will be repaired with limited amount of repointing. The work also includes limited repointing of masonry and painting of the brick. Also on the exterior there will be two new canopies at the North entrance façade. On the south façade, a new access point to the patio is created. Revisions of the interior space are made to Mechanical, Electrical and Fire Protection systems. Finishes are to be updated.

1.02 OWNER OCCUPANCY

The Owner will occupy the property inside the construction boundary during construction.

COORDINATION 01 10 40-1

SECTION 01 10 40

COORDINATION

PART 1 GENERAL

1.1 PROJECT COORDINATION

A. The Contractor shall coordinate his actions with the Contracting Officer as specified in the

Contract Documents.

B. The property available for construction is owned by the United States Army. The contractor shall make every effort to maintain the site in a neat condition. Bonny Oaks Drive is a Tennessee

Department of Transportation highway. The Contractor shall comply with all the requirements of the Tennessee Department of Transportation for highway/driveway access.

1.2 COORDINATION OF WORK OF SUBCONTRACTORS

A. It is the responsibility of the Contractor to coordinate the work of his subcontractors. To this end, the Contractor shall require the subcontractors examine and familiarize themselves with the project drawings and they are to frequently consult with each other and all other trades so that the work can be properly coordinated.

B. The Contractor shall carefully check the work of his subcontractor in order to deliver to the

Government the contract work complete and properly installed in conformance with the Contract requirements.

1.3 CUTTING AND PATCHING

A. It is the intention of the Contract that conduit, sleeves, thimbles, and chases for the mechanical, plumbing, and electrical work be installed in new concrete, masonry or stud wall work as the work progresses. The mechanical, plumbing, and electrical subcontractors shall respectively install the required conduit, sleeves and thimbles in concrete forms and in masonry work and shall inform the

Contractor of the size and location of any required chases to be formed in the concrete and masonry work and shall inform the Contractor of the size and location of any required chases to be formed in the concrete and masonry work. If this procedure is not followed, the mechanical, plumbing, and electrical subcontractors shall do all cutting of new concrete and masonry work required to install their work.

B. Cutting of new work shall be held to the minimum necessary and shall be done neatly. The

Contractor shall be responsible for the proper patching and finishing of all cut work whether or not cut by his own workmen or by subcontractors.

C. Furr out walls or ceilings where necessary for the new work. Consult with the Contracting Officer about any furr outs not shown on the drawings to keep furr outs to a minimum.

1.4 JOB SITE ADMINISTRATION

COORDINATION 01 10 40-2

A. The Contractor shall give his personal superintendence to the work at all times or have a competent superintendent on the job at all times during the execution of the work, with authority to act for him. A competent superintendent shall not be replaced during the execution of the work except for acceptable reasons. Any change in superintendence shall require written approval by the Contracting Officer. The superintendent shall remain on the project until all work has been completed, including the Final Check List Items.

REGULATORY REQUIREMENTS 01 10 60-1

SECTION 01 10 60

REGULATORY REQUIREMENTS

PART 1 GENERAL

1.1 GENERAL

A. Where codes and standards are referenced in this and other sections of the specifications or on the drawings, whether or not a particular edition is referenced, it is the intention that these be the latest editions as adopted by the governing agency under whose jurisdiction the project is to be constructed. The latest edition shall be the edition in effect on the date approval is granted for construction to begin.

1.2 CODES

A. Work shall conform to the requirements of the latest edition of the International Building Code

(Latest Edition).

B. Air National Guard Policy ANG ETL 01-1-1.

C. Handicap accessibility per ADA Standards for Accessible Design.

D. NFPA 101 Life Safety Code 2012.

E. NRAC 5th Edition Roofing and Waterproofing Manual.

F. OSHA.

G. Plumbing and gas piping work shall conform to the requirements of the 2012 International Plumbing

Code.

H. Electrical Work shall conform to:

1. NFPA 70, 2011 National Electrical Code.

2. NFPA 72, 2012 National Fire Alarm Code.

3. NFPA 101, 2012 Life Safety Code.

4. NFPA 780, 2012 Lightning Protection Code.

5. 2011 National Electrical Safety Code.

6. Illuminating Engineering Society Lighting Handbook 10th Edition.

7. Commercial Building Telecommunication Cabling Standard, TIA/EIA0568-B.2-1.

I. Heating, ventilating and air conditioning work shall conform to requirements of ASHRAE 62-89 (R);

Ventilation for Acceptable Indoor Air Quality.

J. Fire Protection work shall conform to:

1. NFPA 72, 2012 National Fire Alarm Code

2. NFPA No. 101, 2012 Life Safety Code

REGULATORY REQUIREMENTS 01 10 60-2

3. IFC, 2012 International Fire Code.

4. NFPA 10, 2012 Standard for Portable Fire Extinguishers.

5. NFPA 13, 2012 Standard for Installation of Sprinkler Systems.

6. NFPA 24, 2012 Standard for Installation of Private Fire Extinguisher Mains and their

Appurtenances.

7. NFPA 70, 2012 National Electric Code.

8. NFPA 220, 2012 Standard on Types of Building Construction.

1.3 REGULATIONS

A. Electrical work shall conform to applicable regulations of the State of Tennessee, Department of

Insurance, Division of Fire Prevention; and to applicable regulations of the Local Utility Company.

1.4 MATERIAL AND TESTING STANDARDS

B. Components of the work shall conform to requirements of the American Society for Testing and

Materials (ASTM) standards, American National Standards Institute (ANSI) standards, American

Association of State Highway and Transportation Officials (AASHTO) standards, Tennessee

Department of Transportation (TDOT) standards, and Trade Association Standards, as listed in the various other sections of the specifications.

SUBMITTALS 01 13 00-1

SECTION 01 13 00

SUBMITTALS

PART 1 GENERAL

1.1 PROGRESS SCHEDULE AND REPORTS

A. Progress reports shall be prepared on AF Form 3065 and shall be completed and submitted by the

Contractor bi-weekly. If no additional work has been done since submission of the previously bi-weekly report, a negative report on AF Form 3065 shall be submitted for the period concerned.

B. Contractor shall prepare and maintain a critical path method construction schedule using the arrow diagramming method. Contractor shall utilize the latest edition of Prima Vera software for preparation of this schedule.

1.2 APPLICATIONS FOR PAYMENT

A. Progress Payment Request shall be submitted at the end of each month by the Contractor on AIA

Document G703, Application and Certificate for Payment, and AIA Document G702A continuation sheet and by separate lists of materials stored at the site ad shall be submitted accompanied by the corresponding progress report. One original and three copies shall be submitted directly to the

Contracting Officer. Total contract amount, amount requested, less retainage and previous payments shall be indicated on the forms and certification statement (wording of certification statement will be furnished to the contractor at the pre-construction conference).

1.3 SHOP DRAWINGS/MATERIAL SUBMITTALS

A. General

1. Contractors shall submit all requests for material approval on AF Form 3000. Materials include articles, supplies, raw materials, shop drawings, equipment, parts, components, etc. Number of copies and distribution of submittals shall be covered in the Preconstruction Conference.

2. Before submission, the Contractor shall check the submittals of all items furnished by him or any Subcontractor as follows: Check the submittals for completeness and compliance with the

Contract Documents; check and verify all dimensions and field conditions relating to the submittals; and certify in writing that these checks have been made.

3. The Contracting Officer will return for resubmission all shop drawings submitted without the above specified approval and certification, and all shop drawings, which in the Contracting

Officer’s opinion, contain numerous discrepancies and/or have not been checked or have been superficially checked only by the Contractor or Subcontractor.

4. The Contracting Officer will receive shop drawings from the Contractor only. Shop drawings submitted to the Contracting Officer by subcontractors, material suppliers, etc., will be returned unchecked to the Contractor.

5. Acceptance of shop drawings by the contracting Officer will be general only, and such acceptance will not relieve the Contractor or subcontractor of the responsibility for accuracy of such shop drawings, proper fitting, coordination, construction of work, and furnishing materials and work required by Contract but not indicated on shop drawings. Acceptance of shop drawings shall not be construed as approving departures from Contract requirements.

6. Within ten (10) calendar days after the Notice to Proceed (NTP), the Contractor will submit to

SUBMITTALS 01 13 00-2

the Contracting Officer a chronological Material Submittal Schedule, based upon the Material

Approval Submittal Matrix provided in the specifications. In this schedule, the Contractor will list his required submittals consistent with his own construction strategy, and chronologically on a week-by-week basis. The Contractor must schedule all of his submittals such that they will be forwarded, reviewed, and approved within sixty (60) calendar days after NTP. The only exception to this is that all submittals involving a color selection must be forwarded, reviewed and approved within ninety (90) calendar days after NTP. No final color selection will be made until all the color-related submittals have been approved. Resubmittals by the contractor after the sixty (60) day deadline will be permitted only if the initial government review time is determined by the Contracting Officer to be unjustifiably excessive.

B. Coordination

1. Coordinate the preparation and processing of submittals with the performance of the work.

Coordinate each separate submittal with other submittals and related activities such as testing, purchasing, fabrication, delivery and similar activities that require sequential activity.

2. Coordinate the submittal of different units of interrelated work so that one submittal will not be delayed by the Contracting Officer’s need to review a related submittal. The Contracting

Officer reserves the right to withhold action on any submittal requiring coordination with other submittals until related submittals are forthcoming.

C. Scheduling: In each appropriate administrative submittal, such as the progress schedule, show the principal work-related submittals and time requirements for coordination of submittal activity with related work.

1.4 SUBMITTAL SCHEDULE

A. General: Section 01340 contains a schedule by specification section of submittals to be provided by the Contractor.

B. Coordination of Submittal Times

1. Prepare and transmit each submittal to the contracting Officer sufficiently in advance of the scheduled performance of related work and other applicable activities. Transmit different kinds of submittals for the same unit of work so processing will not be delayed by the

Contracting Officer’s need to review submittals concurrently for coordination.

2. The Contractor is required to submit all shop drawings and material submittals with the

Government’s Material Approval Submittal (AF Form 3000), if required in the specifications, for the project within the time frame specified in Paragraph 1.3.A.6 above.

C. Routing Procedures – AF Form 3000

1. The Contractor will prepare and forward the AF Form 3000 in original, and three (3) copies (4 total) with attachments to the COTR. In addition, the contractor will send one (1) copy without attachments to the Contracting Officer. The COTR will forward approved/disapproved original plus two (2) copies with attachments to Contracting Officer. At the same time the COTR will send one (1) copy with attachments to Contractor. The Contracting Officer will send one (1) approved/disapproved copy with attachments to Contactor, and one (1) approved/disapproved copy with attachments to COTR.

2. No extension of time will be authorized because of the Contractor’s failure to transmit submittals to the Contracting Officer sufficiently in advance of the work.

D. Submittal Transmittal – Package each submittal appropriately for transmittal and handling. Transmit

SUBMITTALS 01 13 00-3

each submittal from the Contractor to the Contracting Officer, and to other destinations as indicated, by use of a transmittal form. Submittals received from sources other than the Contractor will be returned to the sender “Without Action”.

1.5 SPECIFIC SUBMITTAL REQUIREMENTS

A. General

1. Specific submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual specification sections, comply with the requirements specified herein for each type of submittal.

2. Where it is necessary to provide intermediate submittals between the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals.

B. Shop Drawings: Information required on shop drawings includes: Dimensions, identification of specific products and materials which are included in the work, compliance with specified standards and notations of coordination requirements with other work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the contract documents on the shop drawings.

C. Coordination Drawings

1. Provide coordination drawings where required for the integration of the work, including work first shown in detail on shop drawings or product data. Show sequencing and relationship of separate units of work which must interface in a restricted manner to fit in the space provided, or function as indicated. Coordination drawings are considered shop drawings and must be definitive in nature.

2. Refer to Divisions 15 and 16 sections for additional general requirements applicable to shop drawings for mechanical and electrical work, respectively.

3. Do not permit shop drawing copies without an appropriate final “Action” marking by the

Contracting Officer to be used in connection with the work.

D. Preparation

1. Submit newly prepared information, drawn to accurate scale on sheets not less than 8-1/2” x 11”;

except for actual pattern or template type drawings, the maximum sheet size shall not exceed

30” x 42”. Indicate the name of the firm that prepared each shop drawing and provide appropriate project identification in the title block. Provide a space not less than 20 square inches beside the title block for marking the record of the review process and the Contracting

Officer’s “Action” marking.

2. Do not reproduce contract documents or copy standard printed information as the basis of shop drawings.

E. Initial Submittal: Provide one correctable translucent reproducible print and one blueline or blackline print. The reproducible print will be returned.

F. Final Submittal: Provide 3 prints plus 2 additional prints where they are required for maintenance manuals. Two (2) prints will be retained; the remainder will be returned. One of the prints returned will be marked-up and maintained by the Contractor as a “Record Document”.

G. Product Data

SUBMITTALS 01 13 00-4

1. General information required specifically as product data includes manufacturer’s standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other work.

2. Refer to Divisions 15 and 16 for additional general requirements applicable to product data for mechanical and electrical work respectively.

H. Preparation

1. Collect required product data into a single submittal for each unit of work or system. Mark each copy to show which choices and options are applicable to the project. Where product data has been printed to include information on several similar products, some of which are not required for use on the project, or are not included in this submittal, mark the copies to show clearly that such information is not applicable.

2. Where product data must be specifically prepared for required products, materials or systems, because standard printed data is not suitable for use, submit data as “shop drawings” and not as

“product data”.

I. Submittals: Product data submittal is required for information and record and to determine that the products, materials and systems comply with the provisions of the contract documents. Therefore, the initial submittal is also the final submittal, except where the Contracting Officer observes that there is noncompliance with the provisions of the contract documents and returns the submittal promptly to the Contractor marked with the appropriate “Action”.

J. Initial Submittal

1. Except as otherwise indicated in individual sections of these specifications, submit two (2) copies of each required product data submittal, plus two (2) additional copies where required for maintenance manuals. The Contracting Officer will retain one copy, and will return the other marked with “Action” and corrections or modifications as required.

2. Do not submit product data or allow its use on the project until compliance with the requirements of the contract documents has been confirmed by the contractor.

3. Final Distribution: Furnish copies of product data to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities and others as required for proper performance of the work. Show distribution on transmittal forms.

4. Installation Copy: Do not proceed with installation of materials, products and systems until a copy of product data applicable to the installation is in the possession of the installer. Do not permit the use of unmarked copies of product data in connection with the performance of the work.

K. Samples

1. Submit samples for the Contracting Officer’s visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of these characteristics with other related elements of the work. Samples are also submitted for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed.

2. Refer to individual work sections of these specifications for additional sample requirements, which may be intended for examination or testing of additional characteristics. Compliance with other required characteristics is the exclusive responsibility of the Contractor; such compliance is not considered in the contracting Officer’s review and “Action” indication on

SUBMITTALS 01 13 00-5

sample submittals.

3. Documentation required specifically for sample submittals include a generic description of the sample, the sample source or the product name or manufacturer, compliance with governing regulations and recognized standards. In addition, indicate limitations in terms of availability, sizes, delivery time, and similar limiting characteristics.

4. Refer to Divisions 15 and 16 for additional general requirements applicable to samples for mechanical and electrical work, respectively.

5. Preparation: Where possible, provide samples that are physically identical with the proposed material or product to be incorporated in the work; provide full scale, fully fabricated samples cured and finished in the manner specified. Where variations in color, pattern, or texture are inherent in the material or product represented by the sample, submit multiple units of the sample (not less than 3 units), which show the approximate limits of variations. Where samples are specified for the Contracting Officer’s selection of color, texture or pattern, submit a full set of available choices for the material or product. Mount, display, or package samples in the manner specified to facilitate the review of indicated qualities. Prepare samples to match the

Contracting Officer’s sample where so indicated.

6. Refer to individual sections of these specifications for samples which, because of their relatively high cost or other special considerations, are intended to be returned to the

Contractor for incorporation in the work. Such samples must be in an undamaged condition at the time of use. On the transmittal form to the Contracting Officer, indicate such special requests regarding the disposition of sample submittals.

L. Submittal

1. At the Contractor’s option, and depending upon the nature of the anticipated response from the Contracting Officer, the initial submittal of samples may be either a preliminary submittal or a final submittal.

2. Preliminary submittal, of a single set of samples, is required where requirements indicate the

Contracting Officer’s selection of color, pattern, texture or similar characteristics from a manufacturer’s range of standard choices is necessary. Preliminary submittals will be reviewed and returned with the contracting Officer’s “Action” marking.

3. Final Submittals: submit three (3) sets of samples in the final submittal; one set will be returned.

4. Distribution of Samples: Maintain the final submittal sets of samples, as returned by the contracting Officer, at the project site, available for quality control comparisons throughout the course of performing the work. In addition, final submittal sets may be used to obtain final acceptance of the work associated with each set. Prepare and distribute additional sets of samples to subcontractors, suppliers, fabricators, manufacturers, installers, governing authorities, and others as required for proper performance of the work. Show final distribution on transmittal forms.

5. Mock-Ups and similar samples specified in individual work sections are special types of samples. Comply with sample submittal requirements to the fullest extent possible. Process transmittal forms to provide a record of activity.

M. Miscellaneous Submittals

1. Inspection and Test Reports: Classify each inspection and test report as being either “shop drawings” or “product data” depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production.

Process inspection and test reports accordingly.

N. Records of Actual Work: Furnish four (4) copies of records of actual work, one of which will be returned for inclusion in the record documents as specified in section “Project Closeout”.

SUBMITTALS 01 13 00-6

O. Standards: Where submittal of a copy of standards is indicated, and except where copies of standards are specified as an integral part of a “Product Data” submittal, submit a single copy of standards for the Contracting Officer’s use. Where workmanship, whether at the project site or elsewhere, is governed by a standard, furnish additional copies of the standard to fabricators, installers and others involved in the performance of the work.

P. Closeout Submittals: Refer to section “Project Closeout” and to individual sections of these specifications for specific submittal requirements of project closeout information, materials, tools, and similar items.

Q. Record Documents: Furnish set of original documents as maintained on the project site. Along with original marked-up record drawings, provide two (2) photographic copies of marked-up drawings, which at the Contractor’s option, may be reduced to not less than half size.

R. Operating and Maintenance Data: Furnish two (2) bound copies of operating data and maintenance manuals.

S. Materials and Tools: Refer to individual sections of these specifications for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

T. General Distribution: Provide additional distribution of submittals to subcontractors, suppliers, fabricators, installers, governing authorities, and others as necessary for the proper performance of the work. Include such additional copies of submittals in the transmittal to the Contracting Officer where the submittals are required to receive “Action” marking before final distribution. Record distributions on transmittal forms.

1.6 CONTRACTING OFFICER’S ACTION

A. General: Except for submittals for the record and similar purposes, where action and return on submittals is required or requested, the Contracting Officer will review each submittal, mark with appropriate “Action”, and where possible, return within five (5) days of receipt. Where the submittal must be held for coordination, the Contracting Officer will so advise the contractor without delay.

B. Action Stamp: The Contracting Officer will stamp each submittal to be returned with a uniform, self-explanatory action stamp, appropriately marked and executed to indicate whether the submittal returned is for unrestricted use, final-but-restricted use(as marked), must be revised and resubmitted (use not permitted) or without action (as explained on AF Form 3000).

C. Final Unrestricted Release: Where the submittals are marked as follows, the work covered by the submittal may proceed provided it complies with the requirements of the contract documents;

acceptance of the work will depend upon that compliance.

Marking “Approved”.

D. Final-But-Restricted Release: When the submittals are marked as follows, the work covered by the submittal may proceed provided it complies with both the Contracting Officer’s notations or corrections on the submittal and with the requirements of the contract documents; acceptance of

SUBMITTALS 01 13 00-7

the work will depend on that compliance.

Marking: “Approved as Noted”.

E. Returned for Resubmittal: When the submittal is marked as follows, do not proceed with the work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise the submittal or prepare a new submittal in accordance with the Contracting Officer’s notations stating the reasons for returning the submittal; resubmit the submittal without delay. Repeat if necessary to obtain a different action marking. Do not permit submittals with the following marking to be used at the project site or elsewhere where work is in progress.

Marking: “Revise and Resubmit”.

SECTION 01 13 40

MATERIAL APPROVAL MATRIX

• Areas for temporary construction and field offices

• Areas for temporary and permanent placement of removed materials

• Product data

• Mix Design

• Reinforcing shop drawings

• Laboratory Reports

• Material Certificates

• Product Data

• Manufacturer’s Certificates

• Product Data

• Shop Drawings

• Test Reports

• Product Data and Installation Instructions

• Shop Drawings

• Truss Layouts

• Detailed Engineered Truss Drawings

• Product Data

• Shop Drawings

• Product Data

• Hardware Information

• Shop Drawings

• Compliance Certificates

• Product Data

Repair Facade Building B720 BKTZ 162009

SUBMITTAL MATRIX 01 13 40-2

• Shop Drawings

• Templates

• Shop Drawings

• Product Data

• Compliance Documents

• Shop Drawings

• Product Data

• Samples

• Installation Instructions

• Maintenance Materials

• Samples

• Installation Instructions

• Maintenance Data

• Applicator Certificates

• Field Control Information

• Maintenance Manual

QUALITY CONTROL SERVICES 01 14 00-1

SECTION 01 14 00

QUALITY CONTROL SERVICES

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and supplementary Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for quality and control services.

B. Quality control services include inspections and tests and related actions including reports, performed by independent agencies, governing authorities, and the Contractor. They do not include Contract enforcement activities performed by the Contracting Officer.

C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve the Contractor of responsibility for compliance with

Contract Document requirements.

D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products.

1. Specific quality control requirements for individual construction activities are specified in the

Sections that specify those activities. Those requirements, including inspections and test, cover production of standard products as well as customized fabrication and installation procedures.

2. Inspections, test and related actions specified are not intended to limit the Contractor’s quality control procedures that facilitate compliance with Contract Document requirements.

3. Requirements for the Contractor to provide quality control services required by the

Contracting Officer, or authorities having jurisdiction are not limited by provisions of this

Section.

1.3 RESPONSIBILITIES

A. Contract Responsibilities: The Contractor will provide inspections, tests and similar quality control services, specified in individual specification sections and required by governing authorities, except where they are specifically indicated to be the Contracting Officer’s responsibility, or are provided by another identified entity; these services include those specified to be performed by an independent agency and not by the Contractor. Costs for these services shall be included in the

Contract Sum. Where outside tasking is required for items such as compaction testing, concrete testing, etc., the Contractor shall submit three proposed testing firms for selection of the preferred firm by the Contracting Officer

1. The Contractor shall employ and pay an independent agency, to perform specified quality control services.

2. The Government will engage and pay for the services of an independent agency to perform inspections and tests specified at the Government’s/Contracting Officer’s responsibility. The

QUALITY CONTROL SERVICES 01 14 00-2

independent agency must be approved by the Contracting Officer.

3. Where the Contracting Officer has engaged a testing agency or other entity for testing and inspection of a part of the Work, and the Contractor is also required to engage an entity for the same or related element, the Contractor shall not employ the entity engaged by the

Contracting Officer unless otherwise agreed in writing with the Contracting Officer.

B. Retesting: The Contractor is responsible to retesting where results of required inspections, tests or similar services prove unsatisfactory and do not indicate compliance with Contract Document requirements, regardless of whether the original test was the Contractor’s responsibility.

1. Cost of retesting construction revised or replaced by the contractor is the Contractor’s responsibility, where required tests were performed on original construction.

C. Associated Services: The Contractor shall cooperate with agencies performing required inspections, tests and similar services and provide reasonable auxiliary services as requested.

Notify the agency sufficiently in advance of operations to permit assignment of personnel.

Auxiliary services required include but are not limited to:

1. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests.

2. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples.

3. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories.

4. Providing the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency.

5. Security and protection of samples and test equipment at the Project site.

D. Duties of the Testing Agency: The independent testing agency engaged to perform inspections, sampling and testing of materials and construction specified in individual specification sections shall cooperate with the Contracting Officer and Contractor in performance of its duties, and shall provide qualified personnel to perform required inspections and test.

1. The agency shall notify the Contracting Officer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. The agency is not authorized to release, revoke, alter or enlarge requirements of the Contract

Documents, or approve or accept any portion of the Work.

3. The agency shall not perform any duties of the Contractor.

E. Coordination: The Contractor and each agency engaged to perform inspections, tests and similar services shall coordinate the sequence of activities to accommodate required services with a minimum of delay. In addition, the Contractor and each agency shall coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests.

1. The Contractor is responsible for scheduling times for inspections, tests, taking samples and similar activities.

1.4 SUBMITTALS

A. The independent testing agency shall submit a certified written report of each inspection, test or similar service, to the Contracting Officer, in duplicate, unless the contractor is responsible for the service. If the Contractor is responsible for the service, submit a certified written report of each

QUALITY CONTROL SERVICES 01 14 00-3

inspection, test or similar service through the Contractor, in duplicate.

1. Submit additional copies of each written report directly to the governing authority, when the authority so directs.

B. Report Data: Written reports of each inspection, test or similar service shall include, but not limited to:

1. Date of issue

2. Project title and number

3. Name, address ad telephone number of testing agency

4. Date and locations of samples and test or inspections

5. Names of individuals making the inspection or test

6. Designation of the Work and test method

7. Identification of product and specification section

8. Complete inspection or test data

9. Test results and interpretations of test results

10. Ambient conditions at the time of sample-taking and testing

11. Comments or professional opinion as to whether inspected or tested Work complies with

Contract Document requirements

12. Name and signature of laboratory inspector

13. Recommendations on retesting.

1.5 QUALITY ASSURANCE

A. Qualification for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, which are prequalified as complying with “Recommended

Requirements for Independent laboratories Qualification” by the American Council of Independent

Laboratories, and which specialize in the types of inspections and tests to be performed.

1. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the state in which the Project is located.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 REPAIR AND PROTECTION

A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. Comply with Contract Document requirements for “Cutting and Patching” in Section 01040.

B. Protect construction exposed by or for quality control service activities, and protect repaired construction.

C. Repair and protection is the Contractor’s responsibility, regardless of the assignment or responsibility for inspection, testing or similar services.

MATERIALS AND EQUIPMENT 01 16 00-1

SECTION 01 16 00

MATERIALS AND EQUIPMENT

PART 1 GENERAL

1.1 TRANSPORTATION AND HANDLING

A. Materials, products, and equipment shall be properly containerized, packaged, boxes, and protected to prevent damage during transportation and handling.

B. More detailed requirements for transportation and handling are specified under the technical sections.

1.2 STORAGE AND PROTECTION

A. Provide suitable temporary weather tight storage facilities as may be required for materials that will be damaged by storage in the open.

B. Available storage space at the job site is limited to the site. Any additional off-site space required is the responsibility of the Contractor.

C. Allocate the available storage areas and coordinate their use by the trades on the job. Maintain a current list showing all items and where they are stored.

D. Store and protect materials delivered at the site from damage. Do not use damaged material on the work.

E. The Government will only make partial payments on materials stored at the site.

F. Contractor shall be responsible for security on the site during construction. Any loss due to theft or accidental damage shall be the sole responsibility of the Contractor

1.3 INSTALLATION REQUIREMENTS

A. Manufactured articles, materials, and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the respective manufacturers, unless otherwise specified.

1.4 IDENTIFYING MARKINGS

A. Name plates and other identifying markings shall not be affixed on exposed surfaces of manufactured items installed in finished spaces.

1.5 PRODUCT APPROVAL STANDARDS

A. Definitions:

1. The term product shall include material, equipment, assembly methods, manufacturer, brand, trade name, or other description.

MATERIALS AND EQUIPMENT 01 16 00-2

2. References to approved equal or similar terms mean that approval of the Contracting Officer is required. It shall be the sole responsibility of the Contractor to provide a comparative matrix for products proposed which are not manufacturers named in the contract documents. No evaluations of potential equal products shall be made during the bidding process.

B. Proof of Compliance

1. Whenever the Contract Documents require that a product be in accordance with Federal

Specifications, ASTM designation, ANSI specification, or other association standard, the

Contractor shall present an affidavit from the manufacturer certifying that the product complies therewith. Where requested or specified, submit supporting test data to substantiate compliance.

1.6 SUBSTITUTIONS

A. Policy

1. Wherever in the specifications or on the drawings a material or article required is specified or shown by using the name of a proprietary product of a manufacturer or vendor, the item named is intended to set standard of design, substance, performance, and quality for such material or article.

2. Contractor may propose equal substitutions for all products called for in any section of this specification, whether or not the section so states, and is encouraged to do so when a substitution would result in a savings to the Government with no sacrifice of quality or design intent.

B. Procedure Respecting Substitutions

1. Substitutions shall be submitted in accordance with Section 01300 – “Submittals”.

CONTRACT…