13776-15-013_Rpl_HVAC_Ctrl_Rm_ETF-C_Bldg_929_Spec-Dwgs.pdf

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13776-15-013 NOT SENSITIVE

ANZY149002

SPEC NO. 13776-15-013

29 May 2015

CONSTRUCTION SPECIFICATION

FOR

REPLACE HVAC CONTROL ROOM ETF-C

BUILDING 929

ARNOLD ENGINEERING DEVELOPMENT COMPLEX

ARNOLD AIR FORCE BASE, TENNESSEE 37389-9998

NOT SENSITIVE

IRA1947

ANZY149002 Index-1

INDEX

DIVISION 01 GENERAL REQUIREMENTS

01 10 00 Summary 01 33 00 Submittal Procedures 01 45 00 Regulatory Requirements 01 74 19 Construction Waste Management and Disposal

DIVISION 02 EXISTING CONDITIONS

02 08 50 Lead and Heavy Metal Removal 02 41 15 Selective Demolition

DIVISION 03 CONCRETE

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

DIVISIONS 04 -06 NOT USED

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 84 00 Firestopping

DIVISION 08 NOT USED

DIVISION 09 FINISHES

09 90 00 Painting and Coating

DIVISIONS 10 -22 NOT USED

DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONING

(HVAC)

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 23 07 50 Piping Insulation 23 09 23 Direct-Digital Control System for HVAC 23 21 13 Hydronic Piping 23 23 00 Refrigerant Piping 23 31 00 HVAC Ducts and Casings 23 33 00 Air Duct Accessories 23 81 26 Split-System Air-Conditioners

DIVISIONS 24 - 25 NOT USED

ANZY149002 Index-2

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 28 13 Fuses 26 28 19 Enclosed Switches 26 28 23 Enclosed Circuit Breakers

DIVISION 27 NOT USED

DIVISION 28 ELECTRONIC SAFETY AND SECURITY

28 31 00 Fire Detection and Alarm

DIVISIONS 29 - 49 NOT USED

ANZY149002 01 10 00-1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SCOPE: The work consists of all materials, equipment, and labor to demolish and replace the HVAC system, associated ductwork, DDC controls, and electrical for a portion of Building 929. DDC controls shall be Schneider StruxureWare, without substitution. A small portion of this work involves relocation of fire alarm equipment, by a NICET certified technician. All work is to be done at Arnold Engineering Development Complex, Arnold Air Force Base, Tennessee. The extent of the work is contained in the drawings and specifications. Major items of work include, but are not limited to, the following:

A. Remove two (2) DX split unit, two(2) temporary package units, ductwork, supports, electrical connections and accessories.

B. Install two (2) 15 ton DX split units, ductwork, DDC controls, supports, electrical for new HVAC installation and accessories.

C. All existing paint on walls, HVAC units, and ducting contains lead and shall be abated in accordance with Section 02 08 50.

D. Other incidental tasks and repairs necessary to complete the work as required.

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 (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”.

ANZY149002 01 10 00-2

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.

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, Health, and Environmental (SHE) Standards latest version, available at http://www.aerospacetestingalliance.com/en/vendors/-site-work/safety-standards/

1. A6 with Supplement User and Subcontractor Safety

(Mandatory Documents/Submittals).

2. A9 Hazard Communications.

3. A10 Job Safety Analysis.

4. B1 Master Work Permit.

5. B2 Lockout/Tagout (LOTO).

6. B3 Control of Hazardous Areas Using

Safety Signs, Tags, and Barricades.

7. B6 Low Voltage Electrical Safety Related

Work Practices.

8. D3 Identification of Piping Systems.

9. D6 Aerial Work Platforms.

10. D8 Portable Power Tools.

11. D9 Fixed and Portable Ladders.

12. D10 Scaffolds.

13. E17 Oil and Hazardous Substances Spill

Response.

14. E18 Managing Wastes Containing Chemical or Petroleum Products.

15. E19 Lead and Heavy Metals.

16. F2 Personal Protection Equipment (PPE).

17. F6 Fall Protection.

B. Air Force Federal Acquisition Regulation:

1. AFFARS 2.101 Definitions of Words and Terms.

2. AFFARS 23.401 Use of Recovered Materials Definition.

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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.

2. 29 CFR 1926.1101 Asbestos.

3. 40 CFR 261 Identification and Listing of Hazardous

Waste.

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

D. 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. Work will require coordination with test schedule. Coordinate with Government Representative. Work may involve limited access to the site.

Allow for up to two electric utility outages, consisting of three days each.

C. Provide approximately 30 tons of temporary cooling or 203 MBH of heating to the affected areas during construction. Submit a plan to provide temporary conditioning for Government approval.

D. Contractor shall be escorted when working in secure area.

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

F. 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.

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

ANZY149002 01 10 00-4

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

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

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

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

L. 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 in accordance with AEDC SHE Standard B3.

M. Remove protections at the completion of work.

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

O. Submit sketches of proposed scaffolding, if utilized. All scaffolding shall be in accordance with AEDC SHE Standard D10 and shall be inspected, approved, and tagged by the Contractor’s scaffold competent person after it has been erected and prior to use.

P. 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. 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

ANZY149002 01 10 00-5

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. 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, ANZY149002 01 10 00-6 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 SHE Standards A6 with Supplement, A9, A10, B1, B2, B3, B6, D3, D6, D8, D9, D10, E17, E18, E19, F2, and F6. Submit a safety and health plan in accordance with AEDC SHE Standard A6 and USACE EM 385-1-1.

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 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.

ANZY149002 01 10 00-7

1.10 DELIVERY, STORAGE, AND HANDLING

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

B. Provide and 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 if required to protect equipment.

D. Notify Government Representative a minimum of two weeks prior to delivery of large equipment being stored on-site. Contractor shall offload equipment at a location designated by the Government Representative.

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.

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.

1.14 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.

ANZY149002 01 10 00-8

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 SHE 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.

1.17 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

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 Safety Data Sheet (SDS) 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

ANZY149002 01 10 00-9

import and to distribute this information to inform workers of the hazards associated with these chemicals. This written information is a Safety Data Sheet (SDS).

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.

1.18 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

ANZY149002 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 required submittals are 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

ANZY149002 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. Custom fonts and shapes are prohibited. The minimum allowable font size shall be 0.125-inch. The maximum allowable font size shall be 0.25-inch.

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, ANZY149002 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. The drawings shall be fully editable using AutoCAD software. 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. Custom fonts are shape files are prohibited. The minimum allowable font size shall be 0.125-inch. The maximum allowable font size shall be 0.25-inch.

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 shall be redlined electronic drawings, unless waived by the Government, and shall accurately show as-built conditions during the progress of the job. 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.

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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 1.4E Outage Request 2 weeks prior to outage 2 01 10 00 para 1.4O Proposed Scaffolding Before assembly and use 3 01 10 00 para 1.4P Record As-Built 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 1.7A Safety and Health Plan 10 days after contract award

6 01 10 00 para 1.8A Form GC-1785 Prior to disposal 7 01 10 00 para 1.12.A.2 Percentage of Recovered Material

Content Before final inspection

8 01 10 00 para 1.14A Disallowed Products Locations Before final inspection 9 01 10 00 para 1.15A Asbestos Locations Before final inspection 10 01 10 00 para 1.16A Forms GC-565 and GC-1337 Before final inspection 11 01 10 00 para 1.17.A.1.a Hazardous Material Info Before beginning on-site work 12 01 33 00 para 1.2B Summarized submittal listing with delivery dates 14 days after contract

13 01 74 19 para 1.4A Construction Waste Management

Plan Before beginning on-site

14 02 08 50 para 1.4A Employee Certification Before beginning on-site

15 02 08 50 para 1.4B Training and Medical Certification Before beginning on-site

16 02 08 50 para 1.4C Notice of Violation Before beginning on-site

Table I. Required submittal list - Continued

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17 02 08 50 para 1.4D Environmental, Health, and Safety

Plan

18 02 08 50 para 1.4E Training and Hazard

Communications Certification

19 02 08 50 para 1.4F Product List Before beginning on-site

20 02 08 50 para 1.4G Lead Abatement Plan Before beginning on-site

21 02 08 50 para 1.4H Air & Substrate Sampling Reports Before beginning on-site

22 02 08 50 para 1.4I Testing Laboratory Qualifications Before beginning on-site

23 02 08 50 para 1.4J Air Monitoring Results Before beginning on-site

24 02 08 50 para 1.4K Equipment List Before beginning on-site

25 02 08 50 para 1.4L Rental Equipment List Before beginning on-site

26 02 08 50 para 1.4M Shower Water Test Results Before beginning on-site

27 02 41 15 para 1.2A Demolition Plan and Schedule Before beginning on-site

28 02 41 15 para 1.2B Temporary Cooling Detailed Plan Before beginning on-site

29 03 20 00 para 1.3A Shop Drawings Before beginning on-site

30 03 20 00 para 1.3B Manufacturer’s Certificate Before beginning on-site

31 03 20 00 para 1.3C Mill Test Reports Prior to placement 32 03 30 00 para 1.5A Concrete mix design Before beginning on-site

33 03 30 00 para 1.5B Slump Test Reports Day of placement 34 03 30 00 para 1.5C Compression Test Reports Test-28 days after placement 35 07 84 00 para 1.3A Manufacturer’s Installation

Instructions

36 07 84 00 para 1.3B Product Data Before beginning on-site

37 23 05 29 para 1.3A Hanger and Supports Product Data Before beginning on-site

38 23 05 29 para 1.3B Manufacturer’s Installation

39 23 05 53 para 1.3A Nameplate and Pipe Marker Sample Before beginning on-site

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40 23 05 93 para 1.4A Testing, Adjusting, and Balancing

Reports Before final inspection

42 23 05 93 para 1.4B Adjusting And Balancing Agency 14 days after contract

43 23 05 93 para 1.4C Project Record Documents Before final inspection 44 23 07 00 para 1.3A Product Data Before beginning on-site

45 23 07 00 para 1.3B Manufacturer’s Installation

46 23 07 50 para 1.3A Product Data Before beginning on-site

48 23 07 50 para 1.3B Manufacturer’s Installation

49 23 07 50 para 1.3C Manufacturer’s Product Certification Before beginning on-site

50 23 09 23 para 1.2A Manufacturer’s Literature Before beginning on-site

51 23 09 23 para 1.2B Shop Drawings Before beginning on-site

52 23 09 23 para 1.2C Test Data Before final inspection 53 23 09 23 para 1.2D Graphics Page Files Before final inspection 54 23 09 23 para 1.2E Warranty Before final inspection 55 23 21 13 para 1.3A Test Reports 2 weeks after test 56 23 21 13 para 1.3B Product Data Before beginning on-site

57 23 21 13 para 1.3C Manufacturer’s Product Certification Before beginning on-site

58 23 23 00 para 1.4A Product Data Before beginning on-site

59 23 23 00 para 1.4B Design Data Before beginning on-site

60 23 23 00 para 1.4C Test Reports 2 weeks after test 61 23 23 00 para 1.4D Manufacturer’s Installation

62 23 23 00 para 1.4E Manufacturer’s Product Certification Before beginning on-site

63 23 23 00 para 1.4F Welders’ Certification Before beginning on-site

64 23 31 00 para 1.3A Product Data Before beginning on-site

65 23 33 00 para 1.3A Product Data Before beginning on-site

66 23 33 00 para 1.3B Manufacturer’s Installation

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67 23 33 00 para 1.3C Manufacturer’s Product Certification Before beginning on-site

68 26 37 00 para 1.2A Product Data Before beginning on-site

69 23 81 26 para 1.3A Product Data Before purchase 70 23 81 26 para 1.3B Manufacturer’s Installation

71 23 81 26 para 1.3C Manufacturer’s Product Certification Before beginning on-site

72 23 81 26 para 1.3D Manufacturer’s Field Reports Before final inspection 73 23 81 26 para 1.3E Operation and Maintenance Data Before beginning on-site

74 26 05 03 para 1.3A Manufacturer’s Descriptive Literature Prior to purchase 75 26 05 19 para 1.3A Product Data Prior to purchase 76 26 05 19 para 1.3B Test Results 2 weeks after test 77 26 05 26 para 1.3A Manufacturer’s Descriptive Literature Prior to purchase 78 26 05 33 para 1.3A Manufacturer’s Descriptive Literature Prior to purchase 79 26 24 16 para 1.3A Product Data Before beginning on-site

80 26 28 13 para 1.3A Equipment/Material List Before beginning on-site

81 26 28 13 para 1.3B Manufacturer’s Descriptive Literature Prior to purchase 82 26 28 19 para 1.3A Product Data Prior to purchase 83 26 28 19 para 1.3B Project Record Documents Before final inspection 84 26 28 23 para 1.3A Product Data Before beginning on-site

85 28 31 00 para 1.3A Documentation of Qualifications Before installation and testing 86 28 31 00 para 1.3B Fire Alarm System Test Results 2 weeks after test

Table I. Required submittal list - Completed.

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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, Health, and Environmental (SHE) Standards latest version, work/safety-standards/

a. A6 with Supplement User and Subcontractor Safety

(Mandatory Documents/Submittals).

b. A9 Hazard Communications.

c. A10 Job Safety Analysis.

d. B1 Master Work Permit.

e. B2 Lockout/Tagout (LOTO).

f. B3 Control of Hazardous Areas Using

Safety Signs, Tags, and Barricades.

g. B6 Low Voltage Electrical Safety

Related Work Practices.

h. D3 Identification of Piping Systems.

i. D6 Aerial Work Platforms.

j. D8 Portable Power Tools.

k. D9 Fixed and Portable Ladders.

l. D10 Scaffolds.

m. E17 Oil and Hazardous Substances Spill

n. E18 Managing Wastes Containing

Chemical or Petroleum Products.

o. E19 Lead and Heavy Metals.

p. F2 Personal Protection Equipment

(PPE).

q. F6 Fall Protection.

2. Air Force Federal Acquisition Regulation (AFFARS):

a. AFFARS 2.101 Definitions of Words and Terms.

b. AFFARS 23.401 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).

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3. Code of Federal Regulations:

a. 7 CFR 2902 Subpart B Guidelines for Designating Biobased

Products for Federal Procurement, Designated Items.

b. 29 CFR 1910.134 Respiratory Protection.

c. 29 CFR 1910.1200 Hazard Communication.

d. 29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and

Mists.

e. 29 CFR 1926.57 Ventilation.

f. 29 CFR 1926.62 Lead Standard.

g. 29 CFR 1926.1101 Asbestos.

h. 40 CFR 82 Subpart F Protection of Stratospheric Ozone, Recycling and Emissions Reduction.

i. 40 CFR 260 Hazardous Waste Management

Systems: General.

j. 40 CFR 261 Identification and Listing of

Hazardous Wastes.

k. 40 CFR 262 Generators of Hazardous Waste.

l. 40 CFR 370 EPA Hazardous Chemical Reporting and Community Right to Know

m. 49 CFR 172 Department of Transportation (DOT) Regulations for Use of Hazardous Materials Tables and for Communication.

n. 49 CFR 178 DOT Specifications for Packaging.

4. Environmental Protection Agency:

a. EPA SW-846 Proposed Sampling and Analytical Methodologies for Additions to Test Methods for Evaluating Solid Waste:

Physical/Chemical Methods, 2012.

5. Unified Facilities Criteria:

a. UFC 4-010-01-12 DoD Minimum Antiterrorism

Standards for Buildings.

6. US Army Corp of Engineers:

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

B. Non-Government documents:

1. Air-Conditioning, Heating, and Refrigeration Institute:

a. AHRI 430-09 Performance Rating of Central Station Air-Handling Units.

b. AHRI 750-07 Thermostatic Refrigerant Expansion Valves.

c. AHRI 760-07 Solenoid Valves for Use with Volatile Refrigerants.

2. American Concrete Institute:

a. ACI SP 66-04 ACI Detailing Manual.

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b. ACI 301-10 Specification for Structural Concrete.

c. ACI 305.1-14 Specifications for Hot Weather Concreting

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

e. ACI 318-14 Building Code Requirements for Structural Concrete.

3. American Society of Heating, Refrigeration, & Air Conditioning Engineers:

a. ASHRAE 15 & 34-13 Safety Code for Refrigeration

Systems.

b. ASHRAE 62.1-13 Ventilation for Acceptable Indoor Air

Quality.

c. ASHRAE 90.1-13 Energy Standard for Buildings

Except Low-Rise Residential Buildings.

4. American Society of Mechanical Engineers:

a. ASME A13.1-13 Scheme for the Identification of

Piping Systems.

b. ASME B16.3-11 Malleable Iron Threaded Fittings

Classes 150 and 300.

c. ASME B16.18-12 Cast Copper Alloy Solder Joint

Pressure Fittings.

d. ASME B16.22-13 Wrought Copper and Copper Alloy

Solder-Joint Pressure Fittings.

e. ASME B31.5-13 Refrigeration Piping and Heat

Transfer Components.

f. ASME B31.9-14 Building Services Piping.

5. American Society of Safety Engineers:

a. ASSE Z9.2-12 Fundamentals Governing the

Design and Operation of Local Exhaust Ventilation Systems.

6. American Welding Society:

a. AWS A5.8-12 Specification for Filler Metals for

Brazing and Brace Welding.

b. AWS D1.1-10 Structural Welding Code – Steel.

7. Associated Air Balancing Council:

a. AABC Total System Balance-02 National Standards for Total System

Balance.

8. ASTM International:

a. ASTM A53-12 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

b. ASTM A234-14 Specification for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service.

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c. ASTM A615-14 Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement.

d. ASTM A1064-14 Specification for…