Attachment_7 _Seed_Project_-_Replace_Unit_Sub_1 _Model_Shop.pdf

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PLAN VIEW

FRONT ELEVATION - UNIT SUB 1

NOTES:

Drawing Approved Electronically

RELEASED FOR EXECUTION

06/26/2013

N ot

S en si tiv e

ANZY119053

JOB NO. 13750

REPLACE UNIT SUB 1, BUILDING 451

Drawing Approved Electronically

RELEASED FOR EXECUTION

06/26/2013

N ot

S en si tiv e

13750-13-001 NOT SENSITIVE

ANZY119053

SPEC NO. 13750-13-01

26 June 2013

CONSTRUCTION SPECIFICATION

FOR

REPLACE UNIT SUB 1, BUILDING 451

ARNOLD ENGINEERING DEVELOPMENT COMPLEX

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT SENSITIVE

IRA-0746

ANZY119053 INDEX-1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

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

DIVISION 02 EXISTING CONDITIONS

02 08 00 Asbestos Removal 02 41 23 Selective Demolition

DIVISION 03 CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete

DIVISIONS 04 - 25 NOT USED

DIVISION 26 ELECTRICAL

26 05 03 Equipment Wiring Connections 26 05 13 Medium Voltage Cables 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 11 16 Secondary Unit Substations 26 24 16 Panelboards

DIVISIONS 27 - 31 NOT USED

DIVISION 32 EXTERIOR IMPROVEMENTS

32 92 19 Seeding

DIVISION 33 UTILITIES

33 79 00 Site Grounding

DIVISIONS 34 - 49 NOT USED

ANZY119053 01 10 00-1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SUMMARY: Replacing Unit Substation #1 in Facility 451 shall include removing existing obsolete electrical equipment and replacing with new electrical equipment, transformer, primary switches, high resistance ground, and switchgear in accordance with the IDIQ contract FA9101-11-D001, FA9101-11- D002, or FA9101-11-D003. Major items of work include, but are not limited to, the following:

A. Remove 13.8 kV – 480V Unit Substation #1, including primary selector switch, 1000 kVA oil filled transformer, and secondary switchgear.

B. Remove obsolete motor control center and rework existing circuits.

C. Convert obsolete Panel B into pullbox for existing spliced circuit.

D. Drain oil from existing transformer and dispose of as specified.

E. Provide new outdoor rated 13.8 kV-480V Unit Substation #1 transformer, outdoor rated 13.8 kV primary switches, and high resistance ground.

F. Provide new 480V switchgear lineup with electrically-operated main breaker.

G. Replace existing secondary bus duct with cable from secondary bus to existing bus duct.

H. Install new 480V panel.

I. Connect new unit substation to existing Human Machine Interface (HMI).

J. Remove asbestos containing material under Section 02 08 00.

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.

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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 (from FAR clause 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 (from FAR clause 52.223-9): 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.

1.3 CODES AND STANDARDS

A. AEDC Safety Standard, available at http://www.aerospacetestingalliance.com/SHE/index.htm

1. A6 with Supplement User and Subcontractor Safety

(Mandatory Documents/Submittals), 2009.

2. A9 Hazard Communications, 2011.

3. A10 Job Safety Analysis, 2012.

4. B1 Master Work Permit, 2011.

5. B2 Lockout/Tagout, (LOTO), 2012.

6. B3 Control of Hazardous Areas Using

Safety Signs, Tags, and Barricades, 2011.

7. B4 High Voltage Electrical Work, 2011.

8. B5 Confined Spaces, 2011.

9. B6 Low Voltage Electrical Safety Related

Work Practices, 2011.

10. C2 Contaminated Equipment, 2012

11. C5 Welding and Cutting (Hot Work), 2011.

12. C6 Excavations, Trenching, and Shoring,

13. D1 Powered Industrial Trucks, 2012.

14. D3 Identification of Piping Systems, 2012.

15. D5 Hoisting Devices, 2010.

16. D6 Aerial Work Platforms, 2012.

17. D8 Portable Power Tools, 2011.

18. D9 Fixed and Portable Ladders, 2012.

19. D10 Scaffolds, 2012.

20. E7 Asbestos, 2011.

21. E9 Wastewater Discharge Management, ANZY119053 01 10 00-3

22. E18 Managing Wastes Containing Chemical or Petroleum Products, 2011.

23. F2 Personal Protection Equipment (PPE),

24. F5 Hazardous Noise and Hearing Conservation, 2012.

25. F6 Fall Protection, 2012.

B. Air Force Federal Acquisition Regulation (AFFARS):

1. AFFARS 2.101 Definitions of Words and Terms.

2. AFFARS 233.401 Use of Recovered Materials Definition.

3. AFFARS 52.223-9 Estimate of Percentage of Recovered

Material Content for EPA-Designated Items.

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

C. Code of Federal Regulations (CFR):

1. 7 CFR 2902 Subpart B Guidelines for Designating Biobased

Products for Federal Procurement, Designated Items, 2012.

2. 29 CFR 1926.1101 Asbestos, 2012.

3. 40 CFR 261 Identification and Listing of Hazardous

Waste, 2012.

4. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2012.

D. Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), 2009, with Revisions 1 and 2, May 2012.

E. US Army Corp of Engineers:

1. USACE EM 385-1-1 Safety and Health Requirements

Manual, 2008.

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. Contractor shall coordinate work with Government personnel, and notify the Government Representative if conflicts are expected. Conflicts will be resolved with minimal affect to schedule of work by Contractor.

C. Do not interrupt existing utilities or commence power outages without signed authorization from the Government Representative. Each utility outage request shall be submitted by the Contractor to the Government Representative for Government approval. Requests for utility outages shall be submitted two weeks prior to each requested outage date and are

ANZY119053 01 10 00-4

contingent upon Government approval. Outages may be granted depending upon the Government’s schedule for facility use, and may occur on weekends and/or holidays.

D. The Contractor shall have 3 days consisting of a weekend and nights to perform the work that requires a power outage. An additional one day outage prior to the main outage may be given in order for the Contractor to take measurements and perform pre-work duties. The Contractor shall be required to submit for approval, a detailed schedule of the proposed work that will be performed before, during, and after each outage. The Government may permit a longer outage of 4 days during the week of holidays. The Contractor shall provide temporary power for equipment with batteries and 1 chemical lab communications panel.

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

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

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

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

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.

K. Provide protective measures as required to provide free and safe passage of Government personnel and the general public to and from occupied portions of the building. Provide temporary signage as needed or directed.

L. Remove protections at the completion of work.

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

N. 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.

O. Submit record as-built drawings.

ANZY119053 01 10 00-5

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. Submit 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.

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

J. 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.

ANZY119053 01 10 00-6

K. 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.

L. Continued use of Facilities: During execution of work under this contract, the existing drives and parking facilities will remain open. The building access shall not be blocked at any time. Provide traffic control devices in accordance with the Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD). Provide temporary signage to redirect traffic as directed by the Government. Provide temporary barriers during construction to provide fenced containment. Coordinate with Government Representative and expedite to minimize inconvenience to affected facilities.

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.

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, A9, A10, B1, B2, B3, B4, B5, B6, C2, C5, C6, D1, D3, D5, D6, D8, D9, D10, E7, E9, E18, F2, F5, and F6. Submit a safety and health plan in accordance with AEDC Safety Standard A6 and

USACE EM 385-1-1.

ANZY119053 01 10 00-7

1.8 DISPOSAL OF CONTAMINATED EQUIPMENT

A. The Contractor shall clean equipment or material of contaminants prior to disposal at the AEDC Salvage Yard (with the exception of lead paint, unless the paint is flaking in which case the flaking paint shall be removed prior to transport to prevent contamination during transport). If cleaned equipment is to be turned-in to the Government for storage or excessing, a GC-1785, Special Material Turn-in Certification, shall be completed and submitted to the Government with the equipment or material prior to disposal. The Government Representative will assist the Contractor in filling out the form and in coordinating with Industrial Hygiene and Environmental Quality.

1.9 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

1.10 DELIVERY, STORAGE, AND HANDLING

A. Deliver all equipment properly packaged in factory containers and/or mounted on shipping skids.

B. Store all equipment in a clean, dry space, and protect from dirt, fumes, moisture, construction debris, and traffic. Ensure that all equipment is prepared for anticipated storage conditions.

C. Where equipment is stored outdoors, ensure electrical components are stored above grade and enclosed with watertight wrapping. Provide 120V temporary power to space heaters or provide temporary heat where required.

D. For large equipment to be stored on site, notify Government Representative a minimum of two weeks prior to delivery. Contractor shall offload equipment at a location designated by the Government

E. All handling, loading, and offloading of all equipment shall be done by the Contractor.

F. Handle and store all equipment in accordance with manufacturer’s instructions.

ANZY119053 01 10 00-8

G. Provide temporary power to charging circuit for equipment supplied with batteries.

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

1.12 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.

1.13 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).

1.14 DISALLOWED PRODUCTS

A. Do not use products or materials that contain lead, chromium, mercury, cadmium, 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.

1.15 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.

1.16 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.

ANZY119053 01 10 00-9

1.17 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.

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

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properly managed. Hazardous wastes may be solids, liquids, semi-solids, or compressed gases.

1.18 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.

END OF SECTION

ANZY119053 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURE

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. This section describes the type and content of submittals that may be required for this work. The list of required submittals is included in the Statement of Work or Specification.

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

ANZY119053 01 33 00-2

item submittal to the Contracting Officer sufficiently in advance of the 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 in AutoCAD 2005 through 2010 drawing file format (.dwg). The only permissible text font is ROMANS, or an approved standard font. Custom fonts and shape files are prohibited. The maximum allowable font size shall be 0.25-inch. These font sizes are based on a 28-inch by 42-inch drawing size.

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

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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 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, ANZY119053 01 33 00-6 on a portion of the work, during or after installation, to confirm compliance with the manufacturer’s standards or instructions. The documentation shall 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 through 2010 drawing file format (.dwg), to the Contracting Officer for approval prior to applying for final payment. In addition, drawings shall be delivered to clearly show the location and arrangement of all materials and equipment.

The only permissible text font is ROMANS, or an approved standard font.

Custom fonts and shape files are projibited. The minimum allowable font size shall be 0.125-inch. The maximum allowable font size shall be 0.25.

The font sizes are based on a 28-inch by 42-inch drawing size.

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 through 2010 format, 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.

ANZY119053 01 33 00-7

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.

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 Description Due 1 01 10 00 para 1.4C Outage Request 2 weeks prior to outage 2 01 10 00 para 1.4D Detailed Proposed Work Schedule 2 weeks prior to outage 3 01 10 00 para 1.4N Proposed Scaffolding Before beginning work 4 01 10 00 para 1.4O Record As-Built Drawings Before final inspection 5 01 10 00 para 1.5B Existing Conditions Report Which could be Construed as Damage Resulting from Work

Before beginning work

6 01 10 00 para 1.7A Safety and Health Plan 10 days after contract award

7 01 10 00 para 1.8A Form GC-1785 Prior to disposal 8 01 10 00 para 1.12.A.2 Percentage of Recovered Material

Content Before final inspection

9 01 10 00 para 1.14A Disallowed Products Locations Before final inspection 10 01 10 00 para 1.15A Asbestos Locations Before final inspection 11 01 10 00 para 1.16A Forms GC-565 and GC-1337 Before final inspection 12 01 10 00 para 1.17.A.1.a Hazardous Material Info Before beginning on-site work 13 01 33 00 para 1.2B Summarized submittal listing with delivery dates 14 days after contract

14 02 08 00 para 1.3A Employee Certification Before beginning on-

15 02 08 00 para 1.3B Training and Medical Certifications Before beginning on-

16 02 08 00 para 1.3C Training and Hazard

Communications Certification Before beginning on-

17 02 08 00 para 1.3D Product List Before beginning on-

Table I. Required submittal list - Continued

ANZY119053 01 33 00-8

18 02 08 00 para 1.3E Equipment List Before beginning on-

19 02 08 00 para 1.3F Notice of Violation Before beginning on-

20 02 08 00 para 1.3G Environmental, Health, and Safety

Plan

21 02 08 00 para 1.3H Asbestos Removal Plan Before beginning on-

22 02 08 00 para 1.3I Air Sampling Reports Before beginning on-

23 02 08 00 para 1.3J Testing Certifications Before beginning on-

24 02 08 00 para 1.3K CPR Certification Before beginning on-

25 02 08 00 para 1.3L Insurance Coverage Certification Before beginning on-

26 02 08 00 para 1.3M Sampling List Before beginning on-

27 02 08 00 para 1.3N Operator’s Log and Shipper’s Log Before beginning on-

28 02 08 00 para 1.3O Daily Logs: Sign-In and Field

Notes

29 02 41 23 para 1.3A Proposed Methods and Sequence of Operations Schedule

30 03 10 00 para 1.3A Forming and Placing Concrete

Schedule

31 03 10 00 para 1.3B Shop Drawings Before beginning on-

32 03 20 00 para 1.3A Shop Drawings Before beginning on-

33 03 20 00 para 1.3B Manufacturer’s Product

Certification

34 03 30 00 para 1.3A Product Data Before beginning on-

35 03 30 00 para 1.3B Concrete Mix Design Before beginning on-

36 03 30 00 para 1.3C Slump Test Reports Day of placement 37 03 30 00 para 1.3D Compression Test Reports 1st test-7 days after placement, 2nd test-28 days after placement

38 03 30 00 para 1.3E Project Record Documents Prior to final inspection

39 26 05 03 para 1.3A Manufacturer’s Descriptive Literature

Prior to purchase

40 26 05 13 para 1.3A Product Data Prior to Purchase

Table I. Required submittal list - Continued

ANZY119053 01 33 00-9

41 26 05 13 para 1.3B Test Reports 2 weeks after test 42 26 05 13 para 1.3C Installer Qualification Data Before beginning on-

43 26 05 13 para 1.3D Manufacturer’s Instructions Prior to Purchase 44 26 05 13 para 1.3E Project Record Documents Prior to final inspection 45 26 05 19 para 1.3A Product Data Prior to Purchase 46 26 05 19 para 1.3B Test Reports 2 weeks after test 47 26 05 33 para 1.3A Shop Drawings Prior to Purchase 48 26 11 16 para 1.3A Manufacturer’s Qualifications 30 days after contract

49 26 11 16 para 1.3B Product Data Prior to Purchase 50 26 11 16 para 1.3C Shop Drawings Prior to Purchase 51 26 11 16 para 1.3D Nameplates Prior to Purchase 52 26 11 16 para 1.3E Wiring Diagrams Prior to Purchase 53 26 11 16 para 1.3F Elementary Diagrams Prior to Purchase 54 26 11 16 para 1.3G Remote Operations Prior to Purchase 55 26 11 16 para 1.3H Factory Test Plan 21 days prior to factory testing 56 26 11 16 para 1.3I Factory Production Test Reports Within 30 days after factory test completion 57 26 11 16 para 1.3J Final Equipment Drawings Within 30 days after factory test completion 58 26 11 16 para 1.3K Operation and Maintenance

Manuals Within 30 days prior to shipment 59 26 11 16 para 1.3L Field Test Reports 30 days after test completion 60 26 24 16 para 1.3A Shop Drawings Prior to Purchase 61 26 24 16 para 1.3B Product Data Prior to Purchase 62 26 24 16 para 1.3C Panelboard Key Prior to final inspection 63 32 92 19 para 1.3A Product Data Prior to Purchase 64 33 79 00 para 1.5A Test Reports 30 days after test completion 65 33 79 00 para 1.5B Project Record Documents Prior to final inspection

Table I. Required submittal list - Completed.

ANZY119053 01 45 00-1

SECTION 01 45 00

REGULATORY REQUIREMENTS

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 Safety Standard, available at http://www.aerospacetestingalliance.com/SHE/index.htm

a. A6 with Supplement User and Subcontractor Safety

(Mandatory Documents/Submittals), 2009.

b. A9 Hazard Communications, 2011.

c. A10 Job Safety Analysis, 2012.

d. B1 Master Work Permit, 2011.

e. B2 Lockout/Tagout, (LOTO), 2012.

f. B3 Control of Hazardous Areas

Using Safety Signs, Tags, and Barricades, 2011.

g. B4 High Voltage Electrical Work,

h. B5 Confined Spaces, 2011.

i. B6 Low Voltage Electrical Safety

Related Work Practices, 2011.

j. C2 Contaminated Equipment, 2012

k. C5 Welding and Cutting (Hot Work),

l. C6 Excavations, Trenching, and

Shoring, 2011.

m. D1 Powered Industrial Trucks, 2012.

n. D3 Identification of Piping Systems, 2012.

o. D5 Hoisting Devices, 2010.

p. D6 Aerial Work Platforms, 2012.

q. D8 Portable Power Tools, 2011.

r. D9 Fixed and Portable Ladders,

s. D10 Scaffolds, 2012.

t. E7 Asbestos, 2011.

u. E9 Wastewater Discharge

Management, 2011.

ANZY119053 01 45 00-2

v. E18 Managing Wastes Containing Chemical or Petroleum Products, 2011.

w. F2 Personal Protection Equipment

(PPE), 2011.

x. F5 Hazardous Noise and Hearing Conservation, 2012.

y. F6 Fall Protection, 2012.

2. Air Force Federal Acquisition Regulation (AFFARS):

a. AFFARS 2.101 Definitions of Words and Terms.

b. AFFARS 233.401 Use of Recovered Materials

Definition.

c. AFFARS 52.223-9 Estimate of Percentage of

Recovered Material Content for EPA-Designated Items.

d. AFFARS 5352.223-9000 Elimination of Use of Class I Ozone Depleting Substances

(ODS).

3. Code of Federal Regulations (CFR):

a. 7 CFR 2902 Subpart B Guidelines for Designating

Biobased Products for Federal Procurement, Designated Items,

b. 10 CFR 431 Energy Efficiency Program for Certain Commercial and Industrial Equipment, 2012.

c. 29 CFR 1910.134 Respiratory Protection, 2012.

d. 29 CFR 1910.1200 Hazard Communication, 2012.

e. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists, 2012.

f. 29 CFR 1926.59 Hazard Communication, 2012.

g. 29 CFR 1926.1101 Asbestos, 2012.

h. 40 CFR 61 National Emission Standards for

Hazardous Air Pollutants

(NESHAP), 2012.

i. 40 CFR 260 Hazardous Waste Management Systems: General, 2012.

j. 40 CFR 261 Identification and Listing of Hazardous Waste, 2012.

k. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know Requirement, 2012.

4. Federal Highway Administration’s Manual on Uniform Traffic Control Devices (MUTCD), 2009, with Revisions 1 and 2, May

ANZY119053 01 45 00-3

5. Public Law:

a. PL 101-637 The Asbestos School Hazard

Abatement Reauthorization Act

(ASHARA), 1990.

6. Tennessee Department of Environment and Conservation Standard:

a. Chapter 1200-01-20 Asbestos Accreditation

Requirements, 2009.

b. Chapter 1200-3-11-02 Hazardous Air Contaminants, Asbestos, 2011.

c. Erosion and Sediment Control Handbook, 2002.

7. Tennessee Department of Transportation:

a. Standard Specifications for Road and Bridge Construction

(SSRBC), 2006.

b. Qualified Products List and Evaluation Procedures, (QPL), 2010.

8. US Army Corp of Engineers:

a. USACE EM 385-1-1 Safety and Health Requirements Manual, 2008.

B. Non-Government Documents:

1. American Concrete Institute:

a. ACI 301-10 Specifications for Structural Concrete.

b. ACI 304.1R-05 Guide for the Use of Preplaced Aggregate Concrete for Structural and Mass Applications.

c. ACI 305.1-06 Specifications for Hot Weather Concreting.

d. ACI 306.1-02 Specification for Cold Weather Concreting.

e. ACI 308.1-11 Specification for Curing

f. ACI 318-11 Building Code Requirements for Structural Concrete.

g. ACI 347-04 Guide to Formwork for Concrete.

h. ACI 530/530.1-13 Building Code Requirements and Specification for Masonry Structures.

i. ACI SP-66-04 ACI Detailing Manual.

2. American Industrial Hygiene Association:

a. AIHA Z9.2-06 Fundamentals Governing the Design and Operation of Local Exhaust Systems.

ANZY119053 01 45 00-4

3. American Society of Mechanical Engineers:

a. ASME A13.1-07 Scheme for the Identification of

Piping Systems.

4. ASTM International:

a. ASTM A82-07 Specification for Steel Wire, Plain, for Concrete Reinforcement.

b. ASTM A185-07 Specification for Steel Welded Wire Reinforcement, Plain, for

c. ASTM A615-12 Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement.

d. ASTM B3-12 Specification for Soft or Annealed Copper Wire.

e. ASTM B8-11 Specification for Concentric-Lay- Stranded Copper Conductors, Hard, Medium-Hard, or Soft.

f. ASTM B117-11 Practice for Operating Salt Spray (Fog) Apparatus.

g. ASTM C33-13 Specification for Concrete Aggregates.

h. ASTM C39-12 Test Method for Compressive Strength of Cylindrical Concrete Specimens.

i. ASTM C94-13 Specification for Ready-Mixed

j. ASTM C150-12 Specification for Portland Cement.

k. ASTM C260-10 Specification for Air-Entraining Admixtures for Concrete.

l. ASTM D1751-08 Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types).

5. Concrete Reinforcing Steel Institute:

a. CRSI Manual-09 Manual of Standard Practice.

6. Institute of Electrical and Electronics Engineers:

a. IEEE 48-09 Test Procedures and

Requirements for Alternating- Current Cable Terminations Used on Shielded Cables having Laminated Insulation Rated 2.5 kV through 765 kV or Extruded

ANZY119053 01 45 00-5

Insulation…