Attch-1- Construction -Spec-AMSC-Classified -Storage.pdf

Attachment #1

12870-11-001

ANZY099037

SPEC NO. 12870-11-001

6 June 2011

CONSTRUCTION SPECIFICATION

TO

CONSTRUCT AMSC CLASSIFIED STORAGE FACILITY

ARNOLD ENGINEERING DEVELOPMENT CENTER

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT AEDC STINFO

ANZY099037 Index-1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 Summary 01 33 00 Submittal Procedures 01 45 00 Regulatory Requirements

DIVISION 02 NOT USED

DIVISION 03 CONCRETE

03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete

DIVISIONS 04 - 05 NOT USED

DIVISION 06 WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 84 00 Firestopping/Acoustical Sealant 07 90 00 Joint Protection

DIVISIONS 08 NOT USED

DIVISION 09 FINISHES

09 21 16 Gypsum Board Assemblies 09 65 00 Resilient Flooring 09 90 00 Painting and Coating

DIVISIONS 10 - 12 NOT USED

DIVISION 13 SPECIAL CONSTRUCTION

13 34 31 Prefabricated Structure

DIVISIONS 14-21 NOT USED

DIVISION 22 PLUMBING

22 05 03 Pipes and Tubes for Plumbing Piping and Equipment

22 11 00 Facility Water Distribution

DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING

23 05 29 Hangers and Supports for HVAC Piping and Equipment

23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 00 HVAC Insulation

ANZY099037 Index-2

23 23 00 Refrigerant Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 37 00 Air Outlet and Inlets 23 81 43 Air-Source Unitary Heat Pump

DIVISIONS 24-25 NOT USED

DIVISION 26 ELECTRICAL

26 05 03 Equipment Wiring Connections 26 05 19 Low-Voltage Electrical Power Conductors and

Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Equipment 26 05 33 Raceways and Boxes for Electrical Equipment 26 05 53 Identification for Electrical Systems 26 05 75 Overcurrent Protective Devices 26 22 00 Low-Voltage Transformers 26 24 16 Panelboards 26 27 26 Wire Devices 26 28 19 Enclosed Switches 26 33 00 Battery Equipment 26 51 00 Interior Lighting 26 56 00 Exterior Lighting

DIVISION 27 COMMUNICATIONS

27 13 43 Communications Services Cabling

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm

DIVISIONS 29 - 30 NOT USED

DIVISION 31 EARTHWORK

31 10 00 Site Clearing 31 23 20 Excavation, Fill and Backfill

DIVISION 32 EXTERIOR IMPROVEMENTS

32 92 19 Seeding

DIVISION 33 UTILITIES

33 12 20 Water Distribution System 33 13 00 Disinfection of Water Utility Distribution

ANZY099037 Index-3

DIVISIONS 34 – 49 NOT USED

ANZY099037 01 10 00-1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 Provide a pre-fabricated 38 feet by 32 feet by 16 feet (high) tornado resistant classified storage building, including all site work, all utilities, and fire protection.

The proposed building site is located south of Building 938 and west of Building 939 at Arnold AFB, Tennessee. Major items of work include, but are not limited to the following:

A. Provide temporary traffic control devices.

B. Provide erosion and sediment control.

C. Provide clearing and grubbing as shown.

D. Provide grading and compaction for new building and drive areas.

E. Reroute existing 2/1/2-inch waterline connected to Building 934 (west of new Building 940). Connect new 1-inch line from 2-1/2-inch line to HVAC.

F. Provide electrical and communication service to new building, as indicated.

G. Provide compacted aggregate base to thickness and areas indicated.

H. Provide concrete slab foundation for new building. Integrate utility connections into slab to match building manufacturer’s layout.

I. Provide concrete walkways at building entrances, as indicated.

J. Provide finish grading and compaction for all improvements.

K. Provide a 38-foot by 32-foot by 16-foot (high) prefabricated tornado resistant (wind load = 300 mph) building complete with fire protection system, communications services, electrical and lighting system, and HVAC system. Make all final utility connections.

L. Provide a mechanical 10-foot by 10-foot shed with building.

M. Provide fire protection system designed and installed by a certified Fire Protection Engineer licensed in the State of Tennessee.

N. Stabilize and restore all areas disturbed by this work.

O. Option 1 (may or may not be exercised by Contracting Officer): Relocate lektrievers and mobile sliding file cabinet from Building 939 to the new

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classified storage building. Perform work using manufacturer’s certified installers.

1.2 DEFINITIONS

A. Certain terms used in the contract documents are defined below.

Definitions and explanations contained in this section are not complete, but are general for the work to the extent that they are not stated more explicitly in another element of the contract documents.

1. Furnish. The term "furnish" means to supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations.

2. Install. The term "install" describes operations at the project site, including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimensions, finishing, curing, protecting, cleaning, and similar operations.

3. Provide. The term "provide" means "provide complete in place";

that is, "furnish and install.”

4. Indicated. Where "as indicated" or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise.

5. Postconsumer material (FAR 52.223-9): a material or finished product that has served its intended use and has been discarded for disposal or recover, having completed its life as a consumer item. Postconsumer material is a part of the broader category of “recovered materials”.

6. Recovered material (FAR 2.101): waste materials and by-products recovered or diverted from solid waste. The term does not include those materials and by-products generated from, and commonly reused within, an original manufacturing process.

7. Biobased product (FAR 2.101): a product determined by the U.S.

Department of Agriculture (USDA) to be a commercial or industrial product (other than food or feed) that is composed, in whole or in significant part, of biological products, including renewable domestic agricultural materials (including plant, animal, and marine materials) or forestry materials.

8. USDA-designated item (FAR 233.401): a generic grouping of products that are or can be made with Biobased materials (1) that is listed by USDA in a procurement guideline (7 CFR 2902, Subpart B); and (2) for which USDA has provided purchasing recommendations.

1.3 CODES AND STANDARDS

A. AEDC Safety Standard*:

1. A6 with Supplement User and Subcontractor Safety, 2009.

2. A10 Job Safety Analysis, 2009.

3. B1 Master Work Permit, 2009.

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4. B2 Lockout/Tagout (LOTO), 2009.

5. B3 Control of Hazardous Areas Using

Signs, Tags, and Barricades, 2011.

6. B5 Confined Spaces, 2011.

7. B6 Low Voltage Electrical Safety Related

Work Practices, 2010.

8. C5 Welding and Cutting (Hot Work), 2010.

9. C6 Excavations, Trenching, and Shoring, 2010.

10. D1 Powered Industrial Trucks, 2010.

11. D3 Identification of Piping Systems, 2010.

12. D5 Hoisting Devices, 2010.

13. D6 Aerial Work Platforms, 2010.

14. D7 Grinding Wheels, 2011.

15. D8 Portable Power Tools, 2009.

16. D9 Fixed and Portable Ladders, 2010.

17. D10 Scaffolds, 2010.

18. E6 Hazardous Materials Management, 2010.

19. E18 Managing Waste Containing Chemical or Petroleum Products, 2009.

20. F2 Personal Protection Equipment (PPE), 2009.

21. F5 Hazardous Noise and Hearing

Conservation, 2010.

22. F6 Fall Protection, 2010.

* The Government Representative will furnish a copy of these Safety Standards to the Contractor upon request.

B. Air Force Federal Acquisition Regulation:

1. AFFARS 2.101 Definitions of Words and Terms, 2005.

2. AFFARS 23.401 Use of Recovered Materials Definition, 2005.

3. AFFARS 52.223-9 Estimate of Percentage of Recovered

Material Content for EPA-Designated Items, 2008.

4. AFFARS 5352.223-9000 Elimination of Use of Class I Ozone Depleting Substances (ODS), April 2003.

C. Code of Federal Regulations (CFR):

1. 7 CFR 2902 Subpart B Guidelines for Designating Biobased

Products for Federal Procurement, Designated Items, 2010.

2. 29 CFR 1926.1101 Asbestos, 2010.

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3. 40 CFR 261 Identification and Listing of Hazardous Waste, 2010.

4. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2010.

D. Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), 2009.

E. Tennessee Department of Environment and Conservation:

1. TDEC Tennessee Erosion & Sediment Control Handbook, 2nd

Edition, March 2002.

2. TDEC Storm Water Pollution Prevention Plan (SWPPP)

F. Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 2006.

G. U. S. Army Corp of Engineers:

1. US ACE EM 385-1-1 Safety and Health Requirements

Manual, 2003.

1.4 JOB CONDITIONS

A. Plan and execute this project in a manner to minimize downtime.

Schedule all work in advance with the Government Representative.

B. Furnish new components and devices, complete, with all necessary materials for installation to meet this objective.

C. Do not interrupt existing utilities or commence power outages without signed authorization from the Government Representative. Submit each utility outage request for Government approval at least two weeks prior to each requested outage date. Outages may be granted depending upon the Government’s schedule for facility use, and may occur on weekends and/or holidays.

D. Keep work area clean and free from waste and debris. Dispose of waste as directed by the Government Representative.

E. Do not close or obstruct egress width to any building or site exit without written permission from the Government Representative.

F. Do not disable or disrupt building fire or life safety systems without written permission from the Government Representative.

G. Conform to applicable procedures when any hazardous or contaminated materials are discovered.

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H. In the event an archaeological find is suspected, notify the Government Representative.

I. Cease operations immediately for any unsafe conditions and notify the Government Representative. Do not resume operations until authorized by the Government Representative.

J. Provide temporary barricades and other forms of protection as required to protect Government personnel and the general public from injury due to the work. Provide temporary signage as needed or directed.

K. Remove protections at the completion of work.

L. Do not close, block, or otherwise obstruct streets, walks, or other occupied or used facilities without written permission from the Contracting officer.

Provide signage, barricades, and other traffic control devices as required by the MUTCD and AEDC Safety Standard D3 during all work in or near roads, streets, drives, or walkways.

M. Submit sketches of proposed scaffolding, if utilized. All scaffolding shall be in accordance with AEDC Safety Standard D10 and shall be inspected, approved, and tagged by AEDC Safety Representative after it has been erected and prior to use.

N. Submit record as-built drawings.

1.5 PROTECTION OF EXISTING IMPROVEMENTS:

A. Protection of the grounds, walkways and structures from deterioration due to excessive vehicular traffic, equipment disturbance, and material staging is critical to maintaining the quality appearance of AEDC. The Contractor shall protect against damage incurred by service vehicles, construction activities, maintenance and repair, and all other work that detracts from the overall appearance of the grounds and increases the costs of grounds maintenance.

B. Prior to commencement of work, inspect areas in which work will be performed. File a report with the Contracting Officer listing existing conditions which could be construed as damage resulting from the work.

The Government Representative may also photograph or video tape areas or improvements susceptible to damage to document conditions prior to the start of work.

C. The activity of vehicles and equipment on the grounds shall be limited to only that which is essential and required for completing the work. The Government Representative will approve all access and haul routes required for the work prior to any on site operations to preclude damage to sensitive utilities or improvements which may not be readily apparent.

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D. Minimize travel paths and staging areas to limit the impact and damage to work areas. Lay out the work site, material and equipment staging, and vehicle and equipment activity to minimize visibility and aesthetic impact of activities to surrounding areas.

E. Protect above and below grade utilities, plant life, lawns, and other features or improvements to remain.

F. Protect benchmarks, existing structures, sidewalks, curbs, and pavements from excavation equipment and vehicular traffic.

G. Use protective materials, such as sheeting, steel plating, rigger pads, to protect grounds and pavement from heavy equipment activity and damage.

H. Protect existing facilities from falling debris during construction such as roof materials, ductwork scraps, or other materials, by use of protective materials such as sheeting, steel plates, netting, or other materials.

I. Provide temporary weather protection during any interval between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure no water leakage or damage occurs to the structure, interior areas, or contents of the existing facility.

J. Implement a daily procedure for area clean up and organized parking of vehicles and equipment.

K. Provide temporary barricades, shoring, bracing, supports or other forms of protection as required to protect all existing improvements not scheduled to be demolished for both above and below ground improvements and to prevent movement, settlement, collapse or damage of any kind.

L. Maintain personnel and vehicular access and existing utilities to all buildings and other structures during the course of the work. Any changes or interruptions shall be coordinated and approved by the Government Representative well in advance. Temporary protections or services may be required as a condition of approval of any such change or interruption.

M. The Contractor shall be responsible for damage caused by the work and shall repair or replace same to the satisfaction of the Government. Obtain Government Representative’s approval of methods, materials, equipment or products for repair or replacement prior to use. All such repair or replacement shall be performed promptly at no additional cost to the Government. The Government will place special emphasis and requirements for repair or replacement of damage to underground utilities, lawns, grassed areas, existing structures, sidewalks, curbing, railings and pavements.

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N. Remove all temporary barricades, shoring, bracing, supports or other forms of protection at completion of work. Restore all adjacent structures and surfaces to conditions existing prior to construction. Clean up all stockpiles and spoil areas, and restore all surrounding areas to conditions existing prior to construction.

1.6 CONTAMINATED SOILS:

A. Though not anticipated for this project, soil within the AEDC industrial area may contain petroleum (POL), volatile (VOC), or other regulated compound contamination. During any excavation, Contractor shall stop work and notify Government Representative should any visible sign or odor be observed which may indicate contamination.

1.7 SAFETY REQUIREMENTS:

A. All work shall be accomplished in compliance with AEDC Safety Standards A6 with supplement, A10, B1, B2, B3, B5, B6, C5, C6, D1, D3, D5, D6, D7, D8, D9, D10, E6, E18, F2, F5, and F6. Provide a safety and health plan in accordance with AEDC Safety Standard A6 and US ACE

EM 385-1-1.

1.8 CONNECTIONS TO POTABLE WATER

A. Contractor shall not make any permanent connections to an AEDC potable water system without specific approval from the Government Representative.

B. Notify Government Representative if connections to hose bibs are needed. Do not connect to any hose bibs without Government-supplied backflow preventer and specific approval from Government Representative.

1.9 TOOL CONTROL: Coordinate tool control with the Government Representative.

1.10 EPA-DESIGNATED ITEMS

A. The Contractor, on completion of this contract in accordance with AFFARS 52.223-9, shall:

1. Estimate the percentage of the total recovered material content for

EPA-designated item(s) delivered and/or used in contract performance, including, if applicable, the percentage of post-consumer material content; and

2. Submit this estimate to the Contracting Officer.

1.11 ELIMINATION OF ODS CHEMICALS

A. The use of Class I ozone depleting substances (ODS) is prohibited.

Reference text of AFFARS clause 5352.223-9000 (April 2003).

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1.12 DISALLOWED PRODUCTS

A. Do not use products or materials that contain lead, chromium, mercury, cadmium, silver, barium, selenium, beryllium, or arsenic on this project except as expressly authorized by the Contracting Officer. If no substitutes for products containing the listed materials are available, and the Contracting Officer approves the use of products containing the listed materials, highlight and detail their exact location on the drawings.

1.13 ASBESTOS PRODUCTS

A. Do not use products or materials that contain asbestos on this project except as expressly authorized by the Contracting Officer. If no substitutes for asbestos products are available, and the Contracting Officer approves the use of asbestos products, highlight and detail their exact location on the drawings and identify their location in the field following 29 CFR

1926.1101 guidelines.

1.14 HAZARDOUS WASTE

A. Where hazardous waste (as identified in 40 CFR 261) is generated, follow the procedures in AEDC Safety Standard E18, Chemical and Petroleum Products Waste Management, for storing and turning in hazardous waste.

These procedures include the requirement to complete Forms GC-565 and GC-1337, which will be furnished by the Government Representative.

1.15 HAZARDOUS MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA

A. The following procedures shall be followed to meet 40 CFR 370, EPA Hazardous Chemical Reporting and Community Right to Know Requirement.

1. Procedures:

a. The Contractor shall furnish information on the hazardous materials he brings on AEDC property prior to beginning on-site work. Hazardous materials may include solvents, paints, adhesives, acids, or any other substance which could be included within the definitions in paragraph 2.

b. The information required is:

1) Company name, point of contact, and phone number.

2) Brief statement indicating how the hazardous material will be used within the scope of the contract.

3) List of all hazardous materials to be used (product name, manufacturer’s name, and address).

4) Amount of each material to be stored on site and where it will be stored.

5) Where the product Material Safety Data Sheets

(MSDS) will be maintained.

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c. All unused product is the responsibility of the Contractor and shall be removed from AEDC property at the completion of the project.

d. The Contractor shall coordinate with the Government Representative and the Hazardous Waste Operations Group (454-3628) if any hazardous waste is to be generated.

2. Definitions

a. Hazard communication standard. A chemical right-to-know law under OSHA that requires chemical manufacturers and importers to assess the hazards of chemicals they make or import and to distribute this information to inform workers of the hazards associated with these chemicals. This written information is a Material Safety Data Sheet (MSDS).

b. Hazard classes. Hazardous materials that have been grouped into classes by the Department of Transportation (DOT). These classes include explosives, flammables, oxidizers and organic peroxides, compressed gases, corrosives, and poisons.

c. Hazardous material. Any substance that may be harmful when used. Specific substances have been designated as hazardous under the Clean Water Act, the Resource and Conservation and Recovery Act, and the hazardous air pollutants under the Clean Air Act.

d. Hazardous waste. Any waste that may cause or significantly contribute to serious illness or death or that may pose a substantial threat to human health or the environment, if not properly managed. Hazardous wastes may be solids, liquids, semi-solids, or compressed gases.

1.16 PROPRIETARY AND BRAND NAMES: Proprietary and brand names used in this document are meant to describe physical, performance, and quality characteristics of items and materials, and are not meant to limit competition or exclude Contractors, Vendors, or Manufacturers from submitting like products to the Contracting Officer for approval.

1.17 SUBSTITUTION OF TITLES: Substitute “Contracting Officer” for “Engineer” and “Government” for “Department” or “State” whenever those words are used in the Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 2006 edition.

END OF SECTION

ANZY099037 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURE

PART 1 GENERAL

1.1 DESCRIPTION OF REQUIREMENTS. This section specifies procedural requirements for non-administrative submittals, including but not limited to shop drawings, product data, manufacturer’s certificate, design data, calculations, and verifications, manufacturer’s instructions, manufacturer’s field service reports, samples, operation and maintenance manuals, and other miscellaneous work-related submittals. These submittals are required to amplify, expand, and coordinate other information contained in the contract.

Non-work-related submittals are addressed elsewhere in the contract rather than in the specification and may include items such as: contract progress schedule, permits, payment applications, performance and payment bonds, insurance certificates, and progress reports.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections of the specification or statement of work.

1.2 SUBMITTAL PROCEDURE

A. Definition: For the purposes of this section, the term “Contractor” denotes the prime Contractor.

B. Listing: At the end of this section is a summarized listing of item submittals requiring approval for the work. The listing is included for the convenience of users of the contract documents. The listing may not be all inclusive and additional item submittals may be required. Within 14 calendar days after receiving contract award, Contractor shall submit a copy of the summarized submittal listing with calendar dates assigned to each item submittal indicating when submittal will be received by the Government. If contract requires a pre-construction conference, Contractor may submit completed submittal listing at the conference.

C. Risk: Do not proceed with the part of the work covered by an item submittal including purchasing, fabricating, and delivering until approval is received. Machinery, equipment, material, and articles that do not have the required approval shall be installed or used at the risk of subsequent rejection. Any fabrication or other work performed in advance of the receipt of accepted item submittals and approvals shall be entirely at the Contractor’s risk and expense.

D. Transmittal Timing: Coordinate the preparation and processing of item submittals with the performance of the work. Prepare and transmit each item submittal to the Contracting Officer sufficiently in advance of the

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performance of related work and other applicable activities. Transmit related item submittals for the same unit of work so that processing will not be delayed by the Government's need to review submittals concurrently for coordination. No delay damages or time extensions will be allowed for time lost in late submittals.

E. Content: Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. All submittals which are generic and list more information than is specifically required shall be marked to identify required information. Complete AF Form 3000 and attach as cover sheet for each submittal. Contractor may include multiple item numbers on an AF Form 3000.

F. Language: All item submittals shall be written in English, including documents, notes on drawings, sketches, and/or samples, calculations, manuals, and all other instances of written text and communication.

G. Units: All item submittals shall be marked or show dimensions and values in the same units as specified in the contract documents.

H. Review Time: Allow sufficient time so that contract performance will not be delayed as a result of the time required to properly process submittals, including time for re-submittals, if necessary. Allow 14 calendar days for initial Government processing of each submittal. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Government sufficiently in advance of the work.

I. Contractor Certification: All submittals shall be carefully reviewed by an authorized representative of the Contractor prior to submission to the Government. Each submittal shall be dated, signed, and certified by the Contractor as being correct and in strict conformance with the contract documents. No consideration for review by the Government of any Contractor’s submittal will be made for any items which have not been so certified by the Contractor. All noncertified submittals will be returned to the Contractor without action taken by the Government, and any delays caused thereby shall be the total responsibility of the Contractor.

J. Deviations: Should any item submittals required by the contract documents show deviations from the contract requirement, the Contractor shall make specific mention of such deviations in the letter of transmittal, including stating cost effects, and product and system limitations which may adversely affect the work, in order that if acceptable, suitable action may be taken for proper adjustment of the contract; otherwise the Contractor will not be relieved of the responsibility for executing the work in accordance with the contract documents and the approved submittals.

Contractor shall clearly mark the proposed variation in all documentation and specifically point out deviations from contract requirements in transmittal letters. Failure to point out deviations may result in the

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Government requiring rejection and removal of such work at no additional cost to the Government. Deviations from contract requirements require Government approval and will only be considered when advantageous to the Government. When proposing deviations, deliver written request to the Contracting Officer, with documentation of the nature and features of the deviation and why the deviation is desirable and beneficial to the Government. If lower cost is a benefit, include an estimate of the cost savings. In addition to documentation required for deviation, include the submittal information required for the item. Allow an additional 14 calendar days beyond normal submittal review period for consideration by the Government of submittals with deviations.

K. Approved Submittals: The part of the work covered by the approved item submittal may proceed provided it complies with the requirements of the contract documents. Final acceptance will depend upon that compliance.

The term “Approved” shall only indicate that there is no exception taken to the submittal. Approval of the item submittal shall not be construed as a complete check, and indicates only that the general method or other information appears to meet the contract requirements. Approval does not relieve the Contractor of the responsibility for any error which may exist.

After item submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment, or changes to any other information will be considered unless accompanied by an explanation of why a substitution or change is necessary.

L. Disapproved Submittals: Contractor shall correct disapproved item submittals and resubmit for approval within timeframe noted. If no date is given, Contractor shall submit corrected submittal within 14 calendar days.

If the Contractor considers any correction or notation on the returned submittal to constitute a change to the contract drawings, specification, or statement of work the Contractor shall notify the Contracting Officer.

M. Responsibility: The Government’s review of Contractor submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions and conformance to the specifications. The Contractor shall assume all responsibility and risk for any mistakes and/or costs due to any errors in submittals.

N. Inconsistencies: If a conflict or inconsistency arises between an approved item submittal and the contract documents, the contract documents shall govern.

1.3 SPECIFIC SUBMITTAL DESCRIPTIONS AND REQUIREMENTS: Submittal requirements for individual units of work are specified in the applicable specification section or Statement of Work (SOW). Except as otherwise indicated in the individual specification sections or SOW, comply with the following requirements for each type of submittal.

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A. Shop Drawings: These are technical drawings and data specially prepared for this contract including fabrication and installation drawings, setting and seaming diagrams, and coordination drawings (for use on-site). Shop drawings include drawings, diagrams and schedules specifically prepared to illustrate some portion of the work, diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project, or drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated. 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 notations of dimensions that have been established by field measurements. Highlight, encircle, or otherwise indicate deviations from the contract documents on the shop drawings. Furnish one hard copy and one electronic copy.

B. Product Data: This data includes standard printed information on manufactured products that has not been specially prepared for this contract, including manufacturers' product specifications illustrating size, physical appearance and other characteristics of materials, installation instructions, standard color charts, catalog cuts, illustrations, schedules, standard wiring diagrams, standard product operating and maintenance manuals, and samples of warranty language when the contract requires extended product warranties. General information required specifically as product data includes manufacturers' standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, 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. Furnish three hard copies and one electronic copy.

C. Samples: These are physical examples of work, including, swatches showing color, texture, and pattern, color-range sets, and units of work to be used for independent inspection and testing. Samples include fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged, color samples from the manufacturer’s standard line (or custom color samples if specified) to be used in selecting or approving colors for the project, and field samples and mock-ups constructed on the project site to establish standards by which the ensuring work can be judged. This includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work. Submit samples for the Contracting Officer's visual review of general kind, color, pattern, and texture for a final check of the coordination of these characteristics with other related elements of the

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work and for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed. Submit one each.

D. Design Data: Design data includes design calculations, mix designs, analyses or other data pertaining to a part of work. Refer to individual sections of the specification or statement of work for required quantities, formats, and signatures or certifications required. Furnish three hard copies and one electronic copy.

E. Test Plans and Reports: Test plans shall include planned testing, including a description of the test, equipment and supplies needed, and step-by-step notation of test activities and tasks. Test reports include reports signed by an authorized official of a testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accordance with the specified requirements.

Testing shall have been within three years of date of contract award for the project. Reports also include findings of tests required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to the job site, findings of tests made at the job site or on a sample taken from the job site, investigation reports, daily logs and checklists, and final acceptance test and operational test procedures. Furnish three hard copies and one electronic copy of each such report required.

F. Certificates: These include statements printed on the manufacturer’s letterhead and signed by the responsible officials of the manufacturer of a product, system or material attesting that the product, system or material meets specification requirements. Certificates include documentation required of the Contractor, or of a manufacturer, supplier, installer or subcontractor through the Contractor, to further demonstrate the quality of orderly progressions of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications. Examples include confined space entry permits, and text of posted operating instructions.

Certificates shall be dated after award of the project contract and clearly name the project. Furnish three hard copies and one electronic copy of each certificate required.

G. Manufacturer’s Instructions: Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

Furnish three hard copies and one electronic copy.

H. Manufacturer’s Field Reports: Documentation of the testing and verification actions taken by a manufacturer’s representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with the manufacturer’s standards or instructions. The documentation shall

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be signed by an authorized official of a testing laboratory or agency and shall state the test results, and indicate whether the material, product, or system has passed or failed the test. Furnish three hard copies and one electronic copy.

I. Operation and Maintenance Data: Data furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer’s help and product line documentation necessary to maintain and install the equipment, and needed by operating and maintenance personnel for the safe and efficient operation, maintenance, and repair of the item. The data is intended to be incorporated in an operations and maintenance manual or control system.

Furnish two hard copies and one electronic copy.

J. Final Design Drawings and Documentation: Final design documentation including drawings, specifications, estimates, and other required deliverables. Electronic documentation submitted shall include every associated component file of drawings and other documentation, including raster images, jpeg, tiff, Excel, and any related items required to view, modify, or manipulate the electronic files. Furnish a CD-ROM of all final design documentation, and drawings in AutoCAD 2005 format or later, to the Contracting Officer for approval prior to applying for final payment.

K. Record (As-Built) Drawings: Record drawings showing final configuration of work accomplished. Show all changes, additions, and deviations from the original contract drawings and documentation. If no changes occur, furnish certification to that effect. Drawings may be redlined hardcopies or electronic drawings, and shall accurately show as-built conditions during the progress of the job. If electronic, furnish drawings on a CD-ROM, in AutoCAD 2005 format or later, including every associated component file of the drawings, including raster images, jpeg, tiff, Excel, and any related items required to view, modify, or manipulate the electronic files. Submit to the Contracting Officer for approval prior to applying for final payment.

L. Miscellaneous Submittals: These are work-related, non-administrative submittals that do not fit in the previous categories, including the following:

1. Maintenance agreements. Furnish one hard copy and one electronic copy.

2. Survey data and reports. Furnish one hard copy and one electronic copy.

3. Project photographs. Furnish both hard copies and digital files.

4. Keys and other security protection devices.

5. Maintenance tools, spare parts, and overrun or maintenance stock.

Refer to individual sections of the specification for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

6. Qualification certificates. Furnish one hard copy and one electronic copy.

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7. Employee training certificates and documentation showing successful completion of training.

8. Documentation of percentage of recovered material content used during contract.

9. Contractor safety and work plans and schedules.

10. Warranties.

1.4 REQUIRED SUBMITTALS

No. Section Reference Submittal Description Due

1 01 10 00 para 1.4C Outage Request 2 weeks prior to outage

2 01 10 00 para 1.4.M Proposed Scaffolding Before assembly and use

3 01 10 00 para 1.4N Record Drawings Before final inspection

4 01 10 00 para 1.5B Existing Conditions Report Which could be Construed as Damage Resulting from Work

Before beginning work

5 01 10 00 para 1.7.A Safety and Health Plan Before beginning on-site work

6 01 10 00 para 1.10.A.2 Percentage of Recovered Material Content Before final inspection

7 01 10 00 para 1.12.A Disallowed Products Locations Before final inspection

8 01 10 00 para 1.13.A Asbestos Locations Before final inspection

9 01 10 00 para 1.14.A Forms GC-565 and GC-1337 Before final inspection

10 01 10 00 para 1.15.A.1.a Hazardous Material Info Before beginning on-site work

11 01 33 00 para 1.2B Summarized submittal listing with delivery dates

14 days after contract award

12 03 20 00 para 1.3A Shop Drawings Before beginning on-site work

13 03 20 00 para 1.3B Manufacturer's Certificate Before beginning on-site work

14 03 20 00 para 1.3C Mill Test Reports Prior to placement

15 03 30 00 para 1.5A Concrete Mix Design Before beginning on-site work

16 03 30 00 para 1.5B Slump Test Reports Day of placement

17 03 30 00 para 1.5C Compression Test Reports 1st test-7 days after placement, 2nd test-28 days after placement

18 06 10 00 para 1.3A Shop Drawings Prior to pre-final inspection

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No. Section Reference Submittal Description Due

19 06 10 00 para 1.3B Product Data Prior to purchase

20 07 84 00 para 1.3A Manufacturer’s Installation Instructions Before beginning on-site work

21 07 84 00 para 1.3B Product Data Prior to purchase

Table I. Required submittal list - continued

22 07 90 00 para 1.3A Product Data Prior to purchase

23 09 21 16 para 1.3A Product Data Prior to purchase

24 09 65 00 para 1.4A Product Data Prior to purchase

25 09 90 00 para 1.4A Product Data Prior to purchase

26 09 90 00 para 1.4B Samples Prior to purchase

27 13 34 31 para 1.3A Product Data Prior to purchase

28 13 34 31 para 1.3B Shop Drawings Prior to purchase

29 13 34 31 para 1.3C Engineering Calculations Prior to purchase

30 13 34 31 para 1.3D Manufacturer’s Erection Instructions Before beginning on-site work

31 13 34 31 para 1.3E Warranty Prior to pre-final inspection

32 22 05 03 para 1.3A Shop Drawings Before beginning on-site work

33 22 05 03 para 1.3B Product Data Prior to purchase

34 22 11 00 para 1.3A Product Data Prior to purchase

35 22 11 00 para 1.3B Manufacturer’s Installation Instructions Before beginning on-site work

36 22 11 00 para 1.3C Project Record Documents Prior to pre-final inspection

37 22 11 00 para 1.3D Operation and Maintenance Data Before beginning on-site work

38 22 11 00 para 1.3E Warranty Before beginning on-site work

39 23 05 29 para 1.3A Product Data or Sketch Before beginning on-site work

40 23 05 29 para 1.3B Manufacturer’s Installation Instruction Before beginning on-site work

41 23 05 53 para 1.3A Sample Nameplate and Pipe Marker Before beginning on-site work

42 23 05 93 para 1.3A Testing, Adjusting, and Balancing Reports After testing and balancing

43 23 05 93 para 1.3B Adjusting and Balancing Agency Within 30 days after contract award

44 23 05 93 para 1.3C Project Record Documents After testing and balancing

45 23 07 00 para 1.3A Product Data Prior to purchase

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No. Section Reference Submittal Description Due

46 23 07 00 para 1.3B Manufacturer’s Installation Instructions Before beginning on-site work

47 23 09 00 para 1.3A Product Data Prior to purchase

48 23 09 00 para 1.3B Manufacturer’s Installation Instructions Before beginning

49 23 23 00 para 1.3A Pressure Test Report 2 weeks after test

50 23 23 00 para 1.3B Manufacturer’s Installation Instructions Before beginning on-site work

51 23 31 00 para 1.3A Product Data Prior to purchase

52 23 31 00 para 1.3B Test Reports 2 weeks following test

54 23 33 00 para 1.3A Product Data Prior to purchase

55 23 37 00 para 1.3A Product Data Prior to purchase

56 23 37 00 para 1.3B Welders Certification Before beginning on-site work

57 23 81 43 para 1.3A Shop Drawings Before beginning on-site work

58 23 81 43 para 1.3B Product Data Prior to purchase

59 23 81 43 para 1.3C Design Data Before beginning on-site work

60 23 81 43 para 1.3D Manufacturer’s Installation Instructions Before beginning on-site work

61 23 81 43 para 1.3E Operation and Maintenance Data Before final inspection

62 23 81 43 para 1.3F Warranty Before final inspection

63 26 05 03 para 1.3A Manufacturer’s Descriptive Literature Before beginning on-site work

64 26 05 19 para 1.3A Product Data Prior to purchase

65 26 05 26 para 1.3A Manufacturer’s Descriptive Literature Before beginning on-site work

66 26 05 75 para 1.3A Equipment/Material List Before beginning on-site work

67 26 05 75 para 1.34B Manufacturer’s Descriptive Literature Prior to purchase

68 26 22 00 para 1.3A Product Data Prior to purchase

69 26 22 00 para 1.3B Project Record Documents Prior to pre-final inspection

70 26 22 00 para 1.3C Warranty Before beginning on-site work

72 26 24 16 para 1.3A Product Data Prior to purchase

73 26 24 16 para 1.3B Panelboard Descriptive Literature Prior to purchase

74 26 27 26 para 1.3A Equipment/Material List Before beginning

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No. Section Reference Submittal Description Due

75 26 28 19 para 1.3A Manufacturer’s Descriptive Literature Before beginning on-site work

76 26 33 00 para 1.3A Product Data Prior to purchase

77 26 33 00 para 1.3B Factory Supplied Operation and Maintenance Manuals

Prior to pre-final inspection

78 26 33 00 para 1.3C Warranty Before beginning on-site work

79 26 51 00 para 1.5A Equipment/Material List Before beginning on-site work

80 26 51 00 para 1.5B Manufacturer’s Descriptive Literature Before beginning on-site work

81 26 51 00 para 1.5C Operation and Maintenance Manuals Prior to pre-final inspection

82 26 56 00 para 1.3A Manufacturer’s Descriptive Literature Before beginning on-site work

83 27 13 43 para 1.3A Product Data Prior to purchase

84 27 13 43 para 1.3B Test Reports Prior to pre-final inspection

85 27 13 43 para 1.3C Project Record Documents Prior to pre-final inspection

86 28 31 00 para 1.4A Licensing/Certification Documentation Before beginning design

87 28 31 00 para 1.4B Shop Drawings, Point-to-Point Wiring Diagram, and Product Data Sheets

2 weeks before beginning on-site work

88 28 31 00 para 1.4C Catalog Cut Sheet Before beginning on-site work

89 28 31 00 para 1.4D Itemized Sequence of Operation Before beginning on-site work

90 28 31 00 para 1.4E Operation and Maintenance Manuals Prior to pre-final inspection

91 28 31 00 para 1.4F Fire Alarm System Test Reports Prior to acceptance

92 31 10 00 para 1.3A Site Clearing Plan Before beginning on-site work

93 31 10 00 para 1.4B Traffic Control Plan Before beginning work

94 31 23 20 para 1.3A Aggregates Certifications Prior to placement

95 31 23 20 para 1.3B Marking Tape Product Data Before beginning on-site work

96 31 23 20 para 1.3C Soil In-Place Density and Moisture Test Report

Prior to placement of base course

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No. Section Reference Submittal Description Due

97 31 23 20 para 1.3D Base Course In-Place Density and Moisture Test Report

5 days after placement

98 31 23 20 para 1.3E Herbicide Product Data Before use

99 31 23 20 para 1.3F Geotextile Filter/Stabilization Fabric Prior to placement

100 31 23 20 para 1.3G Aggregates Certification Before use

101 32 92 19 para 1.3A Product Data Prior to purchase

102 33 12 20 para 1.3A As-Built Drawings and Information Data Prior to pre-final inspection

103 33 12 20 para 1.3B Hydrostatic Test Reports Day of test

104 33 13 00 para 1.3A Test Reports Day after test

105 33 13 00 para 1.3B Certificate Day after test

106 33 13 00 para 1.3C Disinfection Report Record Day after test

107 33 13 00 para 1.3D Bacteriological Report Record Day after test

Table I. Required submittal list – Complete.

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SECTION 01 45 00

REGULATORY REQUIREMENTS

PART 1 GENERAL

1.1 This section lists regulations, codes, and standards which specify procedural and administrative requirements imposed upon the work.

1.2 The Contractor shall comply with provisions of the following documents to the extent referenced herein.

A. Government documents:

1. AEDC Protective Coatings and Corrosion Control Plan, 2003.

2. AEDC Safety Standards:

a. A6 with Supplement User and Subcontractor Safety, 2009.

b. A10 Job Safety Analysis, 2009.

c. B1 Master Work Permit, 2009.

d. B2 Lockout/Tagout (LOTO), 2009.

e. B3 Control of Hazardous Areas Using

Signs, Tags, and Barricades, 2011.

f. B5 Confined Spaces, 2011.

g. B6 Low Voltage Electrical Safety Related

Work Practices, 2010.

h. C5 Welding and Cutting (Hot Work), 2010.

i. C6 Excavations, Trenching, and Shoring, 2010.

j. D1 Powered Industrial Trucks, 2010.

k. D3 Identification of Piping Systems, 2010.

l. D5 Hoisting Devices, 2010.

m. D6 Aerial Work Platforms, 2010.

n. D7 Grinding Wheels, 2011.

o. D8 Portable Power Tools, 2009.

p. D9 Fixed and Portable Ladders, 2010.

q. D10 Scaffolds, 2010.

r. E6 Hazardous Materials Management, 2010.

s. E18 Managing Waste Containing Chemical or Petroleum Products, 2009.

t. F2 Personal Protection Equipment (PPE), 2009.

u. F5 Hazardous Noise and Hearing

Conservation, 2010.

v. F6 Fall Protection, 2010.

*The Government Representative will furnish a copy of these Safety Standards to the Contractor upon request.

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3. Air Force Federal Acquisition Regulation (AFFARS):

a. AFFARS 2.101 Definitions of Words and Terms, 2005.

b. AFFARS 23.401 Use of Recovered Materials Definition, 2005.

c. AFFARS 52.223-9 Estimate of Percentage of Recovered

Material Content for EPA-Designated Items, 2008.

d. AFFARS 5352.223-9000 Elimination of Use of Class I Ozone Depleting Substances (ODS), April 2003.

4. Architectural Barriers Act, 1968.

5. Code of Federal Regulations:

a. 7 CFR 2902 Subpart B Guidelines for Designating Biobased Products for Federal Procurement, Designated Items, 2010.

b. 29 CFR 1926.650 - 652 Excavations, 2009.

c. 29 CFR 1926.1101 Asbestos, 2009.

d. 40 CFR 261 Identification and Listing of Hazardous

Wastes, 2009.

e. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2009.

6. Department of Defense:

a. DoD 5100.76-M Physical Security of Sensitive

Conventional Arms, Ammunition, and Explosives, 2000.

b. NSWC 3046-93-1 Purchase Specification Pre- Engineered/Pre-Fabricated Steel Magazines, 1994.

c. NSWC 3046-93-2 Purchase Specification Pre- Engineered/Pre-Fabricated Steel Armory, 1994.

7. Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), 2009.

8. Tennessee Department of Environment and Conservation:

a. TDEC Chapter 1200-5-1 Public Water Systems, 2006.

b. TDEC Cross-Connection Control Manual and Design Criteria for

Cross-Connection Control Plans, Ordinances, and Policies, 2008.

c. TDEC Tennessee Erosion & Sediment Control Handbook, 2nd

Edition, March 2002.

d. TDEC Storm Water Pollution Prevention Plan (SWPPP)

9. Tennessee Department of Transportation Standard Specifications for Road and Bridge Construction (SSRBC), 2006.

10. Unified Facilities Criteria

a. UFC 3-310-01-05 Structural Load Data.

b. UFC 3-600-01-06 Fire Protection Engineering for

Facilities.

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11. U.S. Department of Commerce…